Loading...
中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Archive

    15 December 2013, Volume 32 Issue 6 Previous Issue    Next Issue

    For Selected: Toggle Thumbnails
    Influence of Ratio of Side-Span to Mid-Span and Length of Unsupported Deck on Static and Dynamic Performance of Single Pylon Cable-Stayed Bridges
    PU Qianhui,Zhao Hu
    2013, 32(6): 1101-1105.  DOI: 10.3969/j.issn.1674-0696.2013.06.01
    Abstract ( )  
    Based on the constructed single pylon cable-stayed main bridge o[ Shangzhongba Jialingjiang Bridge in Nanchong , finite element calculation models were estab!ished. Comparative calculation was carried out to tell the influence on the structure' s static and dynamic performance caused by two main factors , the ratio of side叩an to mid叩an and the length of unsupported deck. Bolh of them were analyzed separately to study the independent effect on the structure' s static and dynamic performance. Calculation results show that changes of the ratio of side-span to mid-span and the length of unsupported deck make an apparent contribution to the change of structure ' s static performance; however , the same changes make a !ittle contribution to inherent vibration characteristics. Conclusions are drawn to optimize the structure design of the cable-stayed bridge.
    References | Related Articles | Metrics
    Influence of Ratio of Side-Span to Mid-Span and Length of Unsupported Deck on Static and Dynamic Performance of Single Pylon Cable-Stayed Bridges
    PU Qianhui,Zhao Hu
    2013, 32(6): 1101-1105.  DOI: 10.3969/j.issn.1674-0696.2013.06.01
    Abstract ( )   PDF (339KB) ( )  
    Based on the constructed single pylon cable-stayed main bridge o[ Shangzhongba Jialingjiang Bridge in Nanchong , finite element calculation models were estab!ished. Comparative calculation was carried out to tell the influence on the structure' s static and dynamic performance caused by two main factors , the ratio of side叩an to mid叩an and the length of unsupported deck. Bolh of them were analyzed separately to study the independent effect on the structure' s static and dynamic performance. Calculation results show that changes of the ratio of side-span to mid-span and the length of unsupported deck make an apparent contribution to the change of structure ' s static performance; however , the same changes make a !ittle contribution to inherent vibration characteristics. Conclusions are drawn to optimize the structure design of the cable-stayed bridge.
    References | Related Articles | Metrics
    Environmental Effects on Modal Frequency of Long-Span Cable-Stayed Bridges
    Sun Limin , Zhou Yi , Xie Daqi
    2013, 32(6): 1106-1110.  DOI: 10.3969/j.issn.1674-0696.2013.06.02
    Abstract ( )  
    Based on the data of anemometer , thermometer and accelerometer accumulated from the Donghai Bridge Structural Health Monitoring System (DBSHMS) since 2007 , the correlation between the environmental or loading factors and the lower order modal frequencies of the main navigational channel blidge (MNCB) of Donghai Bridge was investigated. The results show that the strong wind , traffic loading and structural temperature have significant effects on the frequency variation , and these three factors dominate in different time scales. Compared with traffic and temperature factors , wind effects on frequency happen in a much shorter period , i. e. only during the strong wind process. Traffic load affects the frequency mainly in such cycles as 1 week , 1 day and maybe also 12 hours , while temperature dominates in the cycles like 1 year and 1 day. Traffic and wind loading may inf1uence the frequency in an indirect way by changing the vibration amplitude , and the explicit mechanism needs to be further studied.
    References | Related Articles | Metrics
    Environmental Effects on Modal Frequency of Long-Span Cable-Stayed Bridges
    Sun Limin , Zhou Yi , Xie Daqi
    2013, 32(6): 1106-1110.  DOI: 10.3969/j.issn.1674-0696.2013.06.02
    Abstract ( )   PDF (378KB) ( )  
    Based on the data of anemometer , thermometer and accelerometer accumulated from the Donghai Bridge Structural Health Monitoring System (DBSHMS) since 2007 , the correlation between the environmental or loading factors and the lower order modal frequencies of the main navigational channel blidge (MNCB) of Donghai Bridge was investigated. The results show that the strong wind , traffic loading and structural temperature have significant effects on the frequency variation , and these three factors dominate in different time scales. Compared with traffic and temperature factors , wind effects on frequency happen in a much shorter period , i. e. only during the strong wind process. Traffic load affects the frequency mainly in such cycles as 1 week , 1 day and maybe also 12 hours , while temperature dominates in the cycles like 1 year and 1 day. Traffic and wind loading may inf1uence the frequency in an indirect way by changing the vibration amplitude , and the explicit mechanism needs to be further studied.
    References | Related Articles | Metrics
    Optimization of Cable Forces of Cable-Stayed Bridges Based on MATLAB and ANSYS Software under Dead Loads
    Liu Yiming , Liu Dayang , Liu Shanhong
    2013, 32(6): 1111-1114.  DOI: 10.3969/j.issn.1674-0696.2013.06.03
    Abstract ( )  
    There were some defects in the optimization algorithm , when ANSYS software was applied in the optimization of initial cable forces of cable-stayed bridges under dead loads. Based on the condition mentioned above , a new optimization method of initial cable forces of cable-stayed bridges , which combined MATLAB with ANSYS , was proposed. Genetic algorithm in MATLAB optimization toolbox was used as the main optimization program to make ANSYS carry out the optimization calculation , which could improve the defects of ANSYS in the optimization of initial cable forces of cable-stayed bridges under dead loads. Eventually , the proposed method was applied to the optimization of initial cable forces of one cable-stayed bridge. Comparing the results with those of ANSYS first-order optimization method , the results show that the proposed method is effective and practical.
    References | Related Articles | Metrics
    Optimization of Cable Forces of Cable-Stayed Bridges Based on MATLAB and ANSYS Software under Dead Loads
    Liu Yiming , Liu Dayang , Liu Shanhong
    2013, 32(6): 1111-1114.  DOI: 10.3969/j.issn.1674-0696.2013.06.03
    Abstract ( )   PDF (367KB) ( )  
    There were some defects in the optimization algorithm , when ANSYS software was applied in the optimization of initial cable forces of cable-stayed bridges under dead loads. Based on the condition mentioned above , a new optimization method of initial cable forces of cable-stayed bridges , which combined MATLAB with ANSYS , was proposed. Genetic algorithm in MATLAB optimization toolbox was used as the main optimization program to make ANSYS carry out the optimization calculation , which could improve the defects of ANSYS in the optimization of initial cable forces of cable-stayed bridges under dead loads. Eventually , the proposed method was applied to the optimization of initial cable forces of one cable-stayed bridge. Comparing the results with those of ANSYS first-order optimization method , the results show that the proposed method is effective and practical.
    References | Related Articles | Metrics
    Spatial Analysis on Mechanical Behavior of Half-Bridge and Slope Base Composite Embankment Structures
    Cui Xuechang,Zhang Jiangtao,Zheng Wen
    2013, 32(6): 1115-1118.  DOI: 10.3969/j.issn.1674-0696.2013.06.04
    Abstract ( )  
    At steep mountainous area,to avoid the serious damage of the ecological environment in road widening and reconstruction, a kind of half-bridge and slope base composite embankment structure was proposed,which consisted of the reinforced concrete frame structure leaning upon the inner road embankment and superstructure for traffic. By establishing the spatial FFM entity model of half-bridge and slope base composite embankment structure,the force transmission mechanism of this kind of structure under the loading was investigated. And the mechanical behavior of composite structure under different geological conditions were also studied. Results show that when the half-bridge and slope base composite embankment structure strengthens the lateral road, the inner slope is also strengthened at the same time.
    References | Related Articles | Metrics
    Spatial Analysis on Mechanical Behavior of Half-Bridge and Slope Base Composite Embankment Structures
    Cui Xuechang,Zhang Jiangtao,Zheng Wen
    2013, 32(6): 1115-1118.  DOI: 10.3969/j.issn.1674-0696.2013.06.04
    Abstract ( )   PDF (337KB) ( )  
    At steep mountainous area,to avoid the serious damage of the ecological environment in road widening and reconstruction, a kind of half-bridge and slope base composite embankment structure was proposed,which consisted of the reinforced concrete frame structure leaning upon the inner road embankment and superstructure for traffic. By establishing the spatial FFM entity model of half-bridge and slope base composite embankment structure,the force transmission mechanism of this kind of structure under the loading was investigated. And the mechanical behavior of composite structure under different geological conditions were also studied. Results show that when the half-bridge and slope base composite embankment structure strengthens the lateral road, the inner slope is also strengthened at the same time.
    References | Related Articles | Metrics
    Application of the Improved Hilbert-Huang Transformation to CFST Cavity Detection
    Han Xi,Wang Ji, Zhong Li, Xiang Li
    2013, 32(6): 1119-1121.  DOI: 10.3969/j.issn.1674-0696.2013.06.05
    Abstract ( )  
    In CFST cavity detection test , Hilbert-Huang transformation was used to collect and analyze the sound , which was nonlinear and non-stationary signal. Empirical mode of the original signal was decomposed into the intrinsic mode function (IMF) components , and then Hilbert Transformation of IMF component was carried out. However , IMF components decomposed from the empirical mode decomposition may include a portion of false components. So Kolmogorov-Smimov fiuing goodness inspection test method was used to distinguish the similar probabilities of each IMF component and the original signal after decomposition. Furthermore , false components were got rid of. Finally , IMF components , whose similar probability was relatively high , were applied to get a reasonable Hilbert marginal spectrum. IMF components accurately reflect the local characteristics of the structure , and effectively realize CFST cavity detection.
    References | Related Articles | Metrics
    Application of the Improved Hilbert-Huang Transformation to CFST Cavity Detection
    Han Xi,Wang Ji, Zhong Li, Xiang Li
    2013, 32(6): 1119-1121.  DOI: 10.3969/j.issn.1674-0696.2013.06.05
    Abstract ( )   PDF (349KB) ( )  
    In CFST cavity detection test , Hilbert-Huang transformation was used to collect and analyze the sound , which was nonlinear and non-stationary signal. Empirical mode of the original signal was decomposed into the intrinsic mode function (IMF) components , and then Hilbert Transformation of IMF component was carried out. However , IMF components decomposed from the empirical mode decomposition may include a portion of false components. So Kolmogorov-Smimov fiuing goodness inspection test method was used to distinguish the similar probabilities of each IMF component and the original signal after decomposition. Furthermore , false components were got rid of. Finally , IMF components , whose similar probability was relatively high , were applied to get a reasonable Hilbert marginal spectrum. IMF components accurately reflect the local characteristics of the structure , and effectively realize CFST cavity detection.
    References | Related Articles | Metrics
    Degradation Mechanism , Reliability Assessment and Multi-Objective Optimization of Maintenance Strategies of Existing Reinforced Concrete Bridge
    Zhang Jianren , Hu Shouwang , Peng Jianxin
    2013, 32(6): 1123-1127.  DOI: 10.3969/j.issn.1674-0696.2013.06.06
    Abstract ( )  
    The rapid corrosion of components , real bridge component bearing capacity test and destructive test of bridge were used to reveal the degradation mechanism of the RC bridge under corrosive environment by means of surface detection , def1ection test and so on. Considering the randomness and time-varying of corrosion parameters , RC bridge model was established in the time-varying reliability of corrosive environment , and the failure probability and the corrosive cracking ratio of RC bridge in the atmosphere environment of were calculated. On this basis , with the consideration of maintenance cost model , RC bridge maintenance and reinforcement of multi-objective optimization objective function and constraint conditions were constructed. The bridge deck' s maintenance practice was used to prove the rationality of the proposed method.
    References | Related Articles | Metrics
    Degradation Mechanism , Reliability Assessment and Multi-Objective Optimization of Maintenance Strategies of Existing Reinforced Concrete Bridge
    Zhang Jianren , Hu Shouwang , Peng Jianxin
    2013, 32(6): 1123-1127.  DOI: 10.3969/j.issn.1674-0696.2013.06.06
    Abstract ( )   PDF (401KB) ( )  
    The rapid corrosion of components , real bridge component bearing capacity test and destructive test of bridge were used to reveal the degradation mechanism of the RC bridge under corrosive environment by means of surface detection , def1ection test and so on. Considering the randomness and time-varying of corrosion parameters , RC bridge model was established in the time-varying reliability of corrosive environment , and the failure probability and the corrosive cracking ratio of RC bridge in the atmosphere environment of were calculated. On this basis , with the consideration of maintenance cost model , RC bridge maintenance and reinforcement of multi-objective optimization objective function and constraint conditions were constructed. The bridge deck' s maintenance practice was used to prove the rationality of the proposed method.
    References | Related Articles | Metrics
    Fatigue Safety Monitoring and Evaluation of Concrete Girder Bridges
    Wang Chunsheng , Zhai Musai , Fu Bingning , Wang Yujiao
    2013, 32(6): 1128-1132.  DOI: 10.3969/j.issn.1674-0696.2013.06.07
    Abstract ( )  
    Weigh-in-motion (WIM) system was used to monitor Yaoxian bridge for 35 days and the inf1uence of traffic load on the fatigue life of concrele girder bridge was also studied. Acoustic emission (AE) technique was adopted to monitor this concrete bridge continuously for 16 days , and through the amplitude distribution of 3 typical areas , the peIformance of the bridge was evaluated , According to recorded strain dala , lhe eslimated faligue life was 1 ,239 years based on S-N curve assessment approach and 21 d fatigue strain monitoring; by using fatigue failure mechanism for fatigue life evaluation of the model , the result was 245 years. The results show that the technology fusion of traffic load monitoring , dynamic strain monitoring , AE monitoring and fatigue life evaluation technique can evaluate service safety of concrete girder bridges comprehensively.
    References | Related Articles | Metrics
    Fatigue Safety Monitoring and Evaluation of Concrete Girder Bridges
    Wang Chunsheng , Zhai Musai , Fu Bingning , Wang Yujiao
    2013, 32(6): 1128-1132.  DOI: 10.3969/j.issn.1674-0696.2013.06.07
    Abstract ( )   PDF (369KB) ( )  
    Weigh-in-motion (WIM) system was used to monitor Yaoxian bridge for 35 days and the inf1uence of traffic load on the fatigue life of concrele girder bridge was also studied. Acoustic emission (AE) technique was adopted to monitor this concrete bridge continuously for 16 days , and through the amplitude distribution of 3 typical areas , the peIformance of the bridge was evaluated , According to recorded strain dala , lhe eslimated faligue life was 1 ,239 years based on S-N curve assessment approach and 21 d fatigue strain monitoring; by using fatigue failure mechanism for fatigue life evaluation of the model , the result was 245 years. The results show that the technology fusion of traffic load monitoring , dynamic strain monitoring , AE monitoring and fatigue life evaluation technique can evaluate service safety of concrete girder bridges comprehensively.
    References | Related Articles | Metrics
    Application of Assessment Methods of Bridge Health Monitoring Deflection
    Lu Shuang , Zhang Yongshui
    2013, 32(6): 1133-1136.  DOI: 10.3969/j.issn.1674-0696.2013.06.08
    Abstract ( )  
    Taking Chongqing Fuling Shibangou Yangtze River Bridge as an example , the distribution trend analysis on the main beam def1ection monitoring data with different capacities was carried out. And then data rate method was used to identify the distortion data of the def1ection at a single point. The results show that the tested bridge has normal def1ection variation , and the def1ection evaluation time cycle should take 3 months. The data rate method and the analytic hierarchy process method are combined and applied to the evaluation of bridge health monitoring def1ection , which is worthy of further exploration.
    References | Related Articles | Metrics
    Application of Assessment Methods of Bridge Health Monitoring Deflection
    Lu Shuang , Zhang Yongshui
    2013, 32(6): 1133-1136.  DOI: 10.3969/j.issn.1674-0696.2013.06.08
    Abstract ( )   PDF (240KB) ( )  
    Taking Chongqing Fuling Shibangou Yangtze River Bridge as an example , the distribution trend analysis on the main beam def1ection monitoring data with different capacities was carried out. And then data rate method was used to identify the distortion data of the def1ection at a single point. The results show that the tested bridge has normal def1ection variation , and the def1ection evaluation time cycle should take 3 months. The data rate method and the analytic hierarchy process method are combined and applied to the evaluation of bridge health monitoring def1ection , which is worthy of further exploration.
    References | Related Articles | Metrics
    Effect of Overloading and the Leveling Layer Thickness on Deck Pavement Stress of Continuous Rigid Frame Bridge
    Zang licheng , Pan Zhenghua, Luo lun, Wang Ping
    2013, 32(6): 1137-1140.  DOI: 10.3969/j.issn.1674-0696.2013.06.09
    Abstract ( )  
    Taking the local entity model of continuous rigid frame bridge cross beam segment as the analysis object , the bridge deck pavement intemal forces were calculated by three-dimensional fin?te element , and the deformation of box girder roof def1ection under different load levels was also analyzed. Meanwhile , the inf1uence of different cushion thickness on the stress of entire pavement was calculated when the local interface defects existed. The hazards of continuous rigid frame bridge deck pavement under the overloading phenomenon were analyzed. When the local interface defects existed between pavement and bridge deck , the impact of the thickness of the concrete pads on the overall stress of continuous rigid frame bridge pavement was also analyzed. Therefore , the causes of frequent damage of Qijiang bridge deck pavement were found out , which provided a reference for the design and construction of the deck pavement layer of continuous rigid fràme bridge.
    References | Related Articles | Metrics
    Effect of Overloading and the Leveling Layer Thickness on Deck Pavement Stress of Continuous Rigid Frame Bridge
    Zang licheng , Pan Zhenghua, Luo lun, Wang Ping
    2013, 32(6): 1137-1140.  DOI: 10.3969/j.issn.1674-0696.2013.06.09
    Abstract ( )   PDF (327KB) ( )  
    Taking the local entity model of continuous rigid frame bridge cross beam segment as the analysis object , the bridge deck pavement intemal forces were calculated by three-dimensional fin?te element , and the deformation of box girder roof def1ection under different load levels was also analyzed. Meanwhile , the inf1uence of different cushion thickness on the stress of entire pavement was calculated when the local interface defects existed. The hazards of continuous rigid frame bridge deck pavement under the overloading phenomenon were analyzed. When the local interface defects existed between pavement and bridge deck , the impact of the thickness of the concrete pads on the overall stress of continuous rigid frame bridge pavement was also analyzed. Therefore , the causes of frequent damage of Qijiang bridge deck pavement were found out , which provided a reference for the design and construction of the deck pavement layer of continuous rigid fràme bridge.
    References | Related Articles | Metrics
    Reliability Prediction of Bridge Structures Based on Monitoring Information and BDLM
    Fan Xueping , Lv Dagang
    2013, 32(6): 1141-1143.  DOI: 10.3969/j.issn.1674-0696.2013.06.10
    Abstract ( )  
    With the health monitoring information of bridge structures (extreme stress value information monitored daily ) , the Bayesian dynamic linear model (BDLM) and the model monitoring mechanism were introduced , and the Bayesian dynamic linear predicting model of extreme stresses value was established. Based on the established Bayesian dynamic linear prediction model and first order second moment (FOSM) method , the structural reliability of the bridge was predicted. Finaly, an actual project was provided to illustrate the feasibility of the proposed model.
    References | Related Articles | Metrics
    Reliability Prediction of Bridge Structures Based on Monitoring Information and BDLM
    Fan Xueping , Lv Dagang
    2013, 32(6): 1141-1143.  DOI: 10.3969/j.issn.1674-0696.2013.06.10
    Abstract ( )   PDF (276KB) ( )  
    With the health monitoring information of bridge structures (extreme stress value information monitored daily ) , the Bayesian dynamic linear model (BDLM) and the model monitoring mechanism were introduced , and the Bayesian dynamic linear predicting model of extreme stresses value was established. Based on the established Bayesian dynamic linear prediction model and first order second moment (FOSM) method , the structural reliability of the bridge was predicted. Finaly, an actual project was provided to illustrate the feasibility of the proposed model.
    References | Related Articles | Metrics
    Influence of Bridge Deck System Structure Form on Suspender Stress of Half-Through or Through Bridge
    Fu Xiangzhou , He Fali , Zhu Dongsheng
    2013, 32(6): 1144-1147.  DOI: 10.3969/j.issn.1674-0696.2013.06.11
    Abstract ( )  
    Half-through or through arch bridges , whose suspenders ruptured , were analyzed , and it was discovered that bridge deck structure of half-through or through bridge were both f1oating systems. Numerical simulation was used to analyze the inf1uence of the bridge deck system stmcture form on suspenders stress. Through a simple model of the vehicle , the inf1uence of the vehicle speed on suspender stress was discussed. The results show that half-through or through arch bridge deck structure form has a huge inf1uence on the suspender stress under live load; secondly , floating bridge deck system has the advantage of simple construction , but it has the birth disadvantage on its poor integration , which is unfavorable to suspender stress and prone to suspender fatigue failure. Finally , fatigue failure is the main cause of the half-through or through arch bridge suspenders' fracture.
    References | Related Articles | Metrics
    Influence of Bridge Deck System Structure Form on Suspender Stress of Half-Through or Through Bridge
    Fu Xiangzhou , He Fali , Zhu Dongsheng
    2013, 32(6): 1144-1147.  DOI: 10.3969/j.issn.1674-0696.2013.06.11
    Abstract ( )   PDF (285KB) ( )  
    Half-through or through arch bridges , whose suspenders ruptured , were analyzed , and it was discovered that bridge deck structure of half-through or through bridge were both f1oating systems. Numerical simulation was used to analyze the inf1uence of the bridge deck system stmcture form on suspenders stress. Through a simple model of the vehicle , the inf1uence of the vehicle speed on suspender stress was discussed. The results show that half-through or through arch bridge deck structure form has a huge inf1uence on the suspender stress under live load; secondly , floating bridge deck system has the advantage of simple construction , but it has the birth disadvantage on its poor integration , which is unfavorable to suspender stress and prone to suspender fatigue failure. Finally , fatigue failure is the main cause of the half-through or through arch bridge suspenders' fracture.
    References | Related Articles | Metrics
    Reasonably Strengthening Sequence Design Method for Long-Span Masonry Arch Bridge
    Liu Simeng , zhang LIyong
    2013, 32(6): 1148-1152.  DOI: 10.3969/j.issn.1674-0696.2013.06.12
    Abstract ( )  
    The concept of eccentricity influence line was introduced to solve the design problems in the process of strengthening masonry arch bridge and loading the program , starting from the calculation method of the ultimate loading capacity for masonry arch bridges. And the influence lines and the stage-varied lines which ref1ected the variation of eccentricity were utilized as tools. Eventually , the reasonably strengthening sequence design method一-stage-varied line method was proposed , by controlling the eccentricity of the cross-section e , which should be less than allowable 0 1' pre-set value eo within all stages of the strengthening construction. In order to validate the method , a case study for strengthening sequence design of a 3 x 100 m concrete arch bridge was carried out.
    References | Related Articles | Metrics
    Reasonably Strengthening Sequence Design Method for Long-Span Masonry Arch Bridge
    Liu Simeng , zhang LIyong
    2013, 32(6): 1148-1152.  DOI: 10.3969/j.issn.1674-0696.2013.06.12
    Abstract ( )   PDF (388KB) ( )  
    The concept of eccentricity influence line was introduced to solve the design problems in the process of strengthening masonry arch bridge and loading the program , starting from the calculation method of the ultimate loading capacity for masonry arch bridges. And the influence lines and the stage-varied lines which ref1ected the variation of eccentricity were utilized as tools. Eventually , the reasonably strengthening sequence design method一-stage-varied line method was proposed , by controlling the eccentricity of the cross-section e , which should be less than allowable 0 1' pre-set value eo within all stages of the strengthening construction. In order to validate the method , a case study for strengthening sequence design of a 3 x 100 m concrete arch bridge was carried out.
    References | Related Articles | Metrics
    Ultimate Tensile Performance of Interplay Hybrid GFRP/CFRP Composite
    He Xiaobing , Cao Yong , Yan Bo , Zhou Yinping
    2013, 32(6): 1153-1156.  DOI: 10.3969/j.issn.1674-0696.2013.06.13
    Abstract ( )  
    By unidirectional tensile test , the ultimate longitudinal tensile perfonnance of interply hybrid GFRP/CFRP was investigated, which involved 5 different hybrid ratios of GFRP and CFRP , 4 layout patterns of GFRP and CFRP , and the influence of 3 different structural adhesives on the ultimate longitudinal tensile performance of interply hybrid GFRP/CFRP. The improvement mechanism of interply hybrid of GFRP/CFRP was also analyzed. The test results show that: the interply hybrid GFRP/CFRP sheet has significantly changed the linear elastic characteristics of single type of FRP up to failure and possesses with obvious yield plateau; when the volume fraction of CFRP in the interply hybrid GFRP/CFRP composite ran ges from 0.29-0.45 , the interply hybrid GFRP/CFRP composite is characterized with good deformation and strength propert1es.
    References | Related Articles | Metrics
    Ultimate Tensile Performance of Interplay Hybrid GFRP/CFRP Composite
    He Xiaobing , Cao Yong , Yan Bo , Zhou Yinping
    2013, 32(6): 1153-1156.  DOI: 10.3969/j.issn.1674-0696.2013.06.13
    Abstract ( )   PDF (313KB) ( )  
    By unidirectional tensile test , the ultimate longitudinal tensile perfonnance of interply hybrid GFRP/CFRP was investigated, which involved 5 different hybrid ratios of GFRP and CFRP , 4 layout patterns of GFRP and CFRP , and the influence of 3 different structural adhesives on the ultimate longitudinal tensile performance of interply hybrid GFRP/CFRP. The improvement mechanism of interply hybrid of GFRP/CFRP was also analyzed. The test results show that: the interply hybrid GFRP/CFRP sheet has significantly changed the linear elastic characteristics of single type of FRP up to failure and possesses with obvious yield plateau; when the volume fraction of CFRP in the interply hybrid GFRP/CFRP composite ran ges from 0.29-0.45 , the interply hybrid GFRP/CFRP composite is characterized with good deformation and strength propert1es.
    References | Related Articles | Metrics
    Influence Factors of Compressive Resilient Modulus of Cold-Recycled Foamed Bitumen Mixture
    Zhang Yi,Zhang Zongtao
    2013, 32(6): 1157-1160.  DOI: 10.3969/j.issn.1674-0696.2013.06.14
    Abstract ( )  
    The grey incidence analysis method was used to analyze the various factors that influenced compressive resilient modulus of foamed bitumen mixture,such as the dosage of RAP,stone chips,asphalt content and cement dosage. The results show that the cement dosage and RAP dosage have large influence on compressive resilient modulus; and the impact of these factors on the compressive resilient modulus in descending order is that cement contents,RAP dosage,stone chips dosage and asphalt content. Therefore,the cement dosage has a positive correlation with compression modulus,and the remaining factors are negatively correlated. The dosage of cement and RAP should be controlled strictly in the mix gradation design and construction process to satisfy the requirements of the compressive resilient modulus.
    References | Related Articles | Metrics
    Influence Factors of Compressive Resilient Modulus of Cold-Recycled Foamed Bitumen Mixture
    Zhang Yi,Zhang Zongtao
    2013, 32(6): 1157-1160.  DOI: 10.3969/j.issn.1674-0696.2013.06.14
    Abstract ( )   PDF (187KB) ( )  
    The grey incidence analysis method was used to analyze the various factors that influenced compressive resilient modulus of foamed bitumen mixture,such as the dosage of RAP,stone chips,asphalt content and cement dosage. The results show that the cement dosage and RAP dosage have large influence on compressive resilient modulus; and the impact of these factors on the compressive resilient modulus in descending order is that cement contents,RAP dosage,stone chips dosage and asphalt content. Therefore,the cement dosage has a positive correlation with compression modulus,and the remaining factors are negatively correlated. The dosage of cement and RAP should be controlled strictly in the mix gradation design and construction process to satisfy the requirements of the compressive resilient modulus.
    References | Related Articles | Metrics
    Fatigue Performance of Asphalt Mixes in Indirect Tensile Test
    Li Xiao , Liang Naixing
    2013, 32(6): 1161-1165.  DOI: 10.3969/j.issn.1674-0696.2013.06.15
    Abstract ( )  
    The fatigue perforrnance tests ofthree typical asphalt concretes , including AC-13 , AC-20 and AC-25 ,were carried out by the indirect tensile test in 10 , 20 and 30 "C. Then the influence of different temperatures on the fatigue perforrnance and fatigue characteristic parameters was analyzed. The equation of strain fatigue was proposed to calculate the transverse strains , and the fatigue perforrnance of different materials was predicted by the strain-temperature-effect numbers three dimensional fatigue curved surface equation. Analysis results show that there is good linear relationship between stress level and fatigue life in double-logarithms coordinate. The fatigue strength , life and the stress level sensitivity of three kinds of asphalt mixes decrease in the same stress level as the temperature increases. The uniform fitting strain fatigue curves established at 3 different temperatures possess good correlation , which can eliminate the influence of the temperature on the fatigue life. The fatigue curve surface e甲mtion can provide fine basis for the prediction of asphalt concrete fatigue life.
    References | Related Articles | Metrics
    Fatigue Performance of Asphalt Mixes in Indirect Tensile Test
    Li Xiao , Liang Naixing
    2013, 32(6): 1161-1165.  DOI: 10.3969/j.issn.1674-0696.2013.06.15
    Abstract ( )   PDF (344KB) ( )  
    The fatigue perforrnance tests ofthree typical asphalt concretes , including AC-13 , AC-20 and AC-25 ,were carried out by the indirect tensile test in 10 , 20 and 30 "C. Then the influence of different temperatures on the fatigue perforrnance and fatigue characteristic parameters was analyzed. The equation of strain fatigue was proposed to calculate the transverse strains , and the fatigue perforrnance of different materials was predicted by the strain-temperature-effect numbers three dimensional fatigue curved surface equation. Analysis results show that there is good linear relationship between stress level and fatigue life in double-logarithms coordinate. The fatigue strength , life and the stress level sensitivity of three kinds of asphalt mixes decrease in the same stress level as the temperature increases. The uniform fitting strain fatigue curves established at 3 different temperatures possess good correlation , which can eliminate the influence of the temperature on the fatigue life. The fatigue curve surface e甲mtion can provide fine basis for the prediction of asphalt concrete fatigue life.
    References | Related Articles | Metrics
    Performance of SMA Mixture with Light-Coloured Pavement
    Teng Qianliang,Chen Liang
    2013, 32(6): 1166-1169.  DOI: 10.3969/j.issn.1674-0696.2013.06.16
    Abstract ( )   PDF (190KB) ( )  
    The toughened glass and white Fangiianshi were chosen as the light-coloured materials. The truck test,splitting freeze-thaw test,water seepage test,friction coefficient test,inundate flyoff seepage test and intensity of illumination test were carried out on SMA mixture of light-coloured road pavement. The high temperature stability,the water stability,antipermeability, sliding,bonding properties and light-coloured performance of SMA mixture of light-coloured pavement were studied. Results show that: various road performances of SMA mixture of light-coloured road pavement can satisfy the technology demand of current standard,and the road performance is good. The light-coloured pavement of SMA mixture is better than the ordinary asphalt pavement on the light-coloured performance.
    References | Related Articles | Metrics
    Design Method and Molding Technology of Epoxy Asphalt Mixture Mixed with High Durability Pavement Admixture
    Xie Zhen , Cao Xuejuan , Zhu Hongzhou , Sun Siwei
    2013, 32(6): 1170-1174.  DOI: 10.3969/j.issn.1674-0696.2013.06.17
    Abstract ( )  
    In order to improve the high temperature stability of asphalt mixture , the changes of various Marshall indexes of the asphalt mixtures after adding High Durability Pavement (HDP) were researched. The results show that Marshall stability can be observably increased more than 4 times after adding HDP by comparing and analyzing the variation of Marshall inde xes , but the asphalt-aggregate of mixes ratio remains constant. Therefore , asphalt-aggregate ratio of HDP asphalt mixture can be determined by the way of Marshall volume design method of common asphalt mixture. Through Marshall test , it was obtained that asphalt-aggregate ratio was 4. 8% and the most appropriate HDP substituting amount was 20%. In this condition , different mixing temperature , holding time and compaction temperature were taken into consideration to analyze the influence on the performance of HDP asphalt mixture. The maximum molding operation time and the lowest compaction temperature with different mixing temperatures were proposed. The experiment shows that HDP asphalt mixture has longer molding operation time and better high-temperature performance.
    References | Related Articles | Metrics
    Design Method and Molding Technology of Epoxy Asphalt Mixture Mixed with High Durability Pavement Admixture
    Xie Zhen , Cao Xuejuan , Zhu Hongzhou , Sun Siwei
    2013, 32(6): 1170-1174.  DOI: 10.3969/j.issn.1674-0696.2013.06.17
    Abstract ( )   PDF (451KB) ( )  
    In order to improve the high temperature stability of asphalt mixture , the changes of various Marshall indexes of the asphalt mixtures after adding High Durability Pavement (HDP) were researched. The results show that Marshall stability can be observably increased more than 4 times after adding HDP by comparing and analyzing the variation of Marshall inde xes , but the asphalt-aggregate of mixes ratio remains constant. Therefore , asphalt-aggregate ratio of HDP asphalt mixture can be determined by the way of Marshall volume design method of common asphalt mixture. Through Marshall test , it was obtained that asphalt-aggregate ratio was 4. 8% and the most appropriate HDP substituting amount was 20%. In this condition , different mixing temperature , holding time and compaction temperature were taken into consideration to analyze the influence on the performance of HDP asphalt mixture. The maximum molding operation time and the lowest compaction temperature with different mixing temperatures were proposed. The experiment shows that HDP asphalt mixture has longer molding operation time and better high-temperature performance.
    References | Related Articles | Metrics
    Relax Accumulation Grain Analysis ?ased on Close-Range Photogrammetric Technology
    Wu Wenxue
    2013, 32(6): 1175-1178.  DOI: 10.3969/j.issn.1674-0696.2013.06.18
    Abstract ( )  
    The pew method how to utilize the digital image processing techniques based on close-range photogrammetric technology to determine the grain size grading of the relax accumulation was introduced. Its technical solution was to shoot the object with a digital camera from various angles and to import the pictures into the computer to do the image processing. Finally , the model was established and the test dada were analyzed. Tests results show that the application of image analysis based on close-range photogrammetric technology to relax accumulation grain analysi5 is feasible , with the use of common digital camera , Leica Eedas Imagine and Mapgis 50ft platform. And the proposed method can realize the large-scale engineering use gradually.
    References | Related Articles | Metrics
    Relax Accumulation Grain Analysis ?ased on Close-Range Photogrammetric Technology
    Wu Wenxue
    2013, 32(6): 1175-1178.  DOI: 10.3969/j.issn.1674-0696.2013.06.18
    Abstract ( )   PDF (402KB) ( )  
    The pew method how to utilize the digital image processing techniques based on close-range photogrammetric technology to determine the grain size grading of the relax accumulation was introduced. Its technical solution was to shoot the object with a digital camera from various angles and to import the pictures into the computer to do the image processing. Finally , the model was established and the test dada were analyzed. Tests results show that the application of image analysis based on close-range photogrammetric technology to relax accumulation grain analysi5 is feasible , with the use of common digital camera , Leica Eedas Imagine and Mapgis 50ft platform. And the proposed method can realize the large-scale engineering use gradually.
    References | Related Articles | Metrics
    Dynamic Simulation of Expressway Embankment Widening of Soft Ground Treated by Pile-Net Structure
    GengJianyu , JiangXin , Qiu Yanjun
    2013, 32(6): 1179-1185.  DOI: 10.3969/j.issn.1674-0696.2013.06.19
    Abstract ( )  
    In order to get the dynamic construction mechanical behaviors such as pile-net structure implementing and new embankment fractional filling , the dynamic simulation model of expressway embankment unilateral widening on soft ground treated by pile-net structure was estab!ished , comprehensively considering the soil-structure interaction. The critical mechanical responses , such as post construction settlement , lateral displacement , geogrid tension , stability and safety , with and without pile-net structure treatment were compared. The results show that pile-net structure could significantly decrease the post construction settlement and differential settlement at the top of old and new embankment , and effectively slow down the old embankment lateral disturbance impacted by new embankment; geogrid tension reaches the peak value at the edge of pile top , and the potential s!ip surface changes to the side of old embankment from the side of new embankment; stability safety factor keeps relatively high in the full process; the water pressure peak value of excess pore decreases extensively and the dispersing time shortens significantly. Pile-net structure can be used to treat the old embankment widening project on soft ground quickly and safely
    References | Related Articles | Metrics
    Dynamic Simulation of Expressway Embankment Widening of Soft Ground Treated by Pile-Net Structure
    GengJianyu , JiangXin , Qiu Yanjun
    2013, 32(6): 1179-1185.  DOI: 10.3969/j.issn.1674-0696.2013.06.19
    Abstract ( )   PDF (545KB) ( )  
    In order to get the dynamic construction mechanical behaviors such as pile-net structure implementing and new embankment fractional filling , the dynamic simulation model of expressway embankment unilateral widening on soft ground treated by pile-net structure was estab!ished , comprehensively considering the soil-structure interaction. The critical mechanical responses , such as post construction settlement , lateral displacement , geogrid tension , stability and safety , with and without pile-net structure treatment were compared. The results show that pile-net structure could significantly decrease the post construction settlement and differential settlement at the top of old and new embankment , and effectively slow down the old embankment lateral disturbance impacted by new embankment; geogrid tension reaches the peak value at the edge of pile top , and the potential s!ip surface changes to the side of old embankment from the side of new embankment; stability safety factor keeps relatively high in the full process; the water pressure peak value of excess pore decreases extensively and the dispersing time shortens significantly. Pile-net structure can be used to treat the old embankment widening project on soft ground quickly and safely
    References | Related Articles | Metrics
    Effects of Relative Denseness on Shear Strength and Deformation Behaviors of Loose Deposit
    Wang Junjie , Deng Wenjie
    2013, 32(6): 1186-1189.  DOI: 10.3969/j.issn.1674-0696.2013.06.20
    Abstract ( )  
    After 2008 large Wenchuan earthquake , a large number of loose deposit were distributed in and near the epicenter. To study the strength and deformation characteristics of the typicalloose deposit in this area , the GDS tri-axial test system was used , considering the different relative denseness. The test results indicate that under low confining pressure , the soils are characterized by weak strain softening; while the confining pressure increases , the soilsare strain hardening; the lager the relative denseness is , the bigger the peak stress; when considering the cohesion of the soil , the shear strength parameters increase with the increment of the relative denseness; ignoring the effect of the cohesion in the soil , the peak angle of shearing resistance increases with the increment of the relative denseness , while decreases with the increase of confining pressure.
    References | Related Articles | Metrics
    Effects of Relative Denseness on Shear Strength and Deformation Behaviors of Loose Deposit
    Wang Junjie , Deng Wenjie
    2013, 32(6): 1186-1189.  DOI: 10.3969/j.issn.1674-0696.2013.06.20
    Abstract ( )   PDF (346KB) ( )  
    After 2008 large Wenchuan earthquake , a large number of loose deposit were distributed in and near the epicenter. To study the strength and deformation characteristics of the typicalloose deposit in this area , the GDS tri-axial test system was used , considering the different relative denseness. The test results indicate that under low confining pressure , the soils are characterized by weak strain softening; while the confining pressure increases , the soilsare strain hardening; the lager the relative denseness is , the bigger the peak stress; when considering the cohesion of the soil , the shear strength parameters increase with the increment of the relative denseness; ignoring the effect of the cohesion in the soil , the peak angle of shearing resistance increases with the increment of the relative denseness , while decreases with the increase of confining pressure.
    References | Related Articles | Metrics
    Hydraulic Fracturing Mechanism of Surrounding Rock in Deep Chamber ?ased on Fracture Theory
    Yuan Peng , Zhao Mingjie , Wang Kui , Qiang Yue
    2013, 32(6): 1190-1194.  DOI: 10.3969/j.issn.1674-0696.2013.06.21
    Abstract ( )  
    Based on the properties of surrounding rock in deep chamber , the phenomenon of fracturing mechanism of sur rounding rock in deep chamber was analyzed by fracture dynamics , from the perspective of microcosmic fracture. SUITounding rock in deep chamber had three characteristics; high in-situ stress , high seepage pressure and high temperature. In the calculation , the common effect of high in-situ stress and high seepage pressure were considered , and a wide definition of critical intemal water pressure was introduced. And then the relation between the critical intemal water pressure and th巳direction of the fracture under tensile-shear was analyzed. Test results show that the max generalized critical water pressure is obtained at the direction angle of the fracture β= 55 0 under tensile-shear , and the generalized critical water pressure changes with the grotto azimuth angle and lateral pressure coefficients.
    References | Related Articles | Metrics
    Hydraulic Fracturing Mechanism of Surrounding Rock in Deep Chamber ?ased on Fracture Theory
    Yuan Peng , Zhao Mingjie , Wang Kui , Qiang Yue
    2013, 32(6): 1190-1194.  DOI: 10.3969/j.issn.1674-0696.2013.06.21
    Abstract ( )   PDF (306KB) ( )  
    Based on the properties of surrounding rock in deep chamber , the phenomenon of fracturing mechanism of sur rounding rock in deep chamber was analyzed by fracture dynamics , from the perspective of microcosmic fracture. SUITounding rock in deep chamber had three characteristics; high in-situ stress , high seepage pressure and high temperature. In the calculation , the common effect of high in-situ stress and high seepage pressure were considered , and a wide definition of critical intemal water pressure was introduced. And then the relation between the critical intemal water pressure and th巳direction of the fracture under tensile-shear was analyzed. Test results show that the max generalized critical water pressure is obtained at the direction angle of the fracture β= 55 0 under tensile-shear , and the generalized critical water pressure changes with the grotto azimuth angle and lateral pressure coefficients.
    References | Related Articles | Metrics
    Stability Evaluation and Treatment of Goaf under Expressway
    Yang Luping , Pan Jianping , Guo Wanwan , Cao Wenhua
    2013, 32(6): 1195-1198.  DOI: 10.3969/j.issn.1674-0696.2013.06.22
    Abstract ( )  
    If the express way constructed above the goaf area was improperly disposed or not disposed , the foundation of the goaf area would have a large settlement in a long time , which would directly harm the structures built above it. The probability integral method was applied to analyze the stability of goaf area under the express way from Wansheng to Nanchuan. The results show that the residual deformation value of the goaf under Wansheng-Nanchuan expressway is heyond the expressway' s allowahle deformation value. 50 the grouting measures at the goaf area are put fonvard with the consideration of actual engineering conditions. The reasonahle parameters of grouting and grouting construction technology are also proposed hy means of lahoratory and site experiments.
    References | Related Articles | Metrics
    Stability Evaluation and Treatment of Goaf under Expressway
    Yang Luping , Pan Jianping , Guo Wanwan , Cao Wenhua
    2013, 32(6): 1195-1198.  DOI: 10.3969/j.issn.1674-0696.2013.06.22
    Abstract ( )   PDF (271KB) ( )  
    If the express way constructed above the goaf area was improperly disposed or not disposed , the foundation of the goaf area would have a large settlement in a long time , which would directly harm the structures built above it. The probability integral method was applied to analyze the stability of goaf area under the express way from Wansheng to Nanchuan. The results show that the residual deformation value of the goaf under Wansheng-Nanchuan expressway is heyond the expressway' s allowahle deformation value. 50 the grouting measures at the goaf area are put fonvard with the consideration of actual engineering conditions. The reasonahle parameters of grouting and grouting construction technology are also proposed hy means of lahoratory and site experiments.
    References | Related Articles | Metrics
    Model of Location for Highway Maintenance Site and Its Application
    Liu Xiaoting , Zhang Yutong , Liu Qingtao , Qiao Lixia
    2013, 32(6): 1199-1202.  DOI: 10.3969/j.issn.1674-0696.2013.06.23
    Abstract ( )  
    According to the requirements of economy and timeliness for setting the highway maintenance site. the multi-objective model of location for highway maintenance site was established with the lowest total costs. which considered the constant costs and transport costs of maintenance site. And then. the corresponding algorithm was also given. Finally. the best quantity and location of maintenance site was obtained through the case study of highway network. The results show that the proposed model and algorithm are both reasonable. which has certain referential value for the selection of location of highway maintenance site.
    References | Related Articles | Metrics
    Model of Location for Highway Maintenance Site and Its Application
    Liu Xiaoting , Zhang Yutong , Liu Qingtao , Qiao Lixia
    2013, 32(6): 1199-1202.  DOI: 10.3969/j.issn.1674-0696.2013.06.23
    Abstract ( )   PDF (284KB) ( )  
    According to the requirements of economy and timeliness for setting the highway maintenance site. the multi-objective model of location for highway maintenance site was established with the lowest total costs. which considered the constant costs and transport costs of maintenance site. And then. the corresponding algorithm was also given. Finally. the best quantity and location of maintenance site was obtained through the case study of highway network. The results show that the proposed model and algorithm are both reasonable. which has certain referential value for the selection of location of highway maintenance site.
    References | Related Articles | Metrics
    Ecological Background Evaluation for Highway Alignment Design in Yellow River Delta Area
    Niu Dongyu , Xu Jinliang , Jia Xingli
    2013, 32(6): 1203-1209.  DOI: 10.3969/j.issn.1674-0696.2013.06.24
    Abstract ( )  
    With ETM images photographed by Landset 7 Satellite as the basic information , the technica1 method of RS was utilized to extract eva1uation indices of vegetation cover , soil degradation , and land use type , which reflected the conditions of ecologica1 background environments. And with geologica1 information and other statistica1 materia1s as auxiliary information , the ArcGIS software was utilized to extract eva1uation indices of terrain slope and biodiversity. Based on the above indices , ana1ytica1 technique of GIS was adopted to ana1yze the ecologica1 background of Yellow River Delta. The results show that the ecologica1 background environments of the Yellow River Delta can be divided into excellent area , good area , middle area, poor area and very poor area , occupying 6% , 33%,41. 4% ,12.3% and 7.3% respectively in the overa11 of Yellow River Delta. Genera11y , the ecologica1 background environment of Yellow River Delta is worsened gradua1ly a10ng the Yellow River to inland areas.
    References | Related Articles | Metrics
    Ecological Background Evaluation for Highway Alignment Design in Yellow River Delta Area
    Niu Dongyu , Xu Jinliang , Jia Xingli
    2013, 32(6): 1203-1209.  DOI: 10.3969/j.issn.1674-0696.2013.06.24
    Abstract ( )   PDF (527KB) ( )  
    With ETM images photographed by Landset 7 Satellite as the basic information , the technica1 method of RS was utilized to extract eva1uation indices of vegetation cover , soil degradation , and land use type , which reflected the conditions of ecologica1 background environments. And with geologica1 information and other statistica1 materia1s as auxiliary information , the ArcGIS software was utilized to extract eva1uation indices of terrain slope and biodiversity. Based on the above indices , ana1ytica1 technique of GIS was adopted to ana1yze the ecologica1 background of Yellow River Delta. The results show that the ecologica1 background environments of the Yellow River Delta can be divided into excellent area , good area , middle area, poor area and very poor area , occupying 6% , 33%,41. 4% ,12.3% and 7.3% respectively in the overa11 of Yellow River Delta. Genera11y , the ecologica1 background environment of Yellow River Delta is worsened gradua1ly a10ng the Yellow River to inland areas.
    References | Related Articles | Metrics
    Application of DRTSin Remote Areas of Small and Medium-Sized City
    Xiao Jingwen , Shuai Bin
    2013, 32(6): 1210-1214.  DOI: 10.3969/j.issn.1674-0696.2013.06.25
    Abstract ( )  
    Based on the Demand Responsive Transit System (DRTS) theory , the characteristics of small and medium-sized cities' requirements about DRTS were researched through studying the practical cases in western countries. According to the method of analogy and comparison , the best operation mode of the bus and elastic route plan was selected , at the premise of meeting the demands of passengers. The DRTS development data in Yunfu city , in Guang Dong province were taken as the research object. The results show that DRTS can reduce passengers' costs and let the operation costs be less than the traditional model. 8ased on the reasonable use of DRTS , the effective mode in remote areas in small and medium-sized cities should be focused on. The proposed theory provides a new idea for the development of urban-rural public traffic integration which suits the local practical conditions.
    References | Related Articles | Metrics
    Application of DRTSin Remote Areas of Small and Medium-Sized City
    Xiao Jingwen , Shuai Bin
    2013, 32(6): 1210-1214.  DOI: 10.3969/j.issn.1674-0696.2013.06.25
    Abstract ( )   PDF (449KB) ( )  
    Based on the Demand Responsive Transit System (DRTS) theory , the characteristics of small and medium-sized cities' requirements about DRTS were researched through studying the practical cases in western countries. According to the method of analogy and comparison , the best operation mode of the bus and elastic route plan was selected , at the premise of meeting the demands of passengers. The DRTS development data in Yunfu city , in Guang Dong province were taken as the research object. The results show that DRTS can reduce passengers' costs and let the operation costs be less than the traditional model. 8ased on the reasonable use of DRTS , the effective mode in remote areas in small and medium-sized cities should be focused on. The proposed theory provides a new idea for the development of urban-rural public traffic integration which suits the local practical conditions.
    References | Related Articles | Metrics
    Water Level Treatment Project below the Dam of Shuikou Hydropower Station and Flow Condition of Upper Approach Channel
    Wang Qinglong , Chen Yeying , Hu Xiaowen, Peng Kai
    2013, 32(6): 1215-1218.  DOI: 10.3969/j.issn.1674-0696.2013.06.26
    Abstract ( )  
    The water level. treatment project below the dam of Shuikou Hydropower Station was a low spillway dam with no f1oodgate. The f10w in front of the dam flow showed the characteristics of reservoir when the flow was small. However , with the flow increasing , the spillway dam became submerged dam. The flow condition was just like the natural river f1ow , and the flow pattem in upper approach channel was bad and the oblique flow was strong. The causes of the flow characteristics mentioned above and the effect of the f10w on the safety of the passage ships were analyzed. According to the theory of dispersing the flow and weakening the strength of oblique f1ow , the measures of extending the guide wall by segment and placing permeable holes with different :heights were put forward. Through the observation of model test , the technical methods proposed here tumed out to be effective to solve the problem of f10w disorders , strong oblique f10w and the bad navigation condition in the channel; and the maximum navigation discharge was improved from Q = 7 ,000 m3/s to Q = 16 ,900 m3/s.
    References | Related Articles | Metrics
    Water Level Treatment Project below the Dam of Shuikou Hydropower Station and Flow Condition of Upper Approach Channel
    Wang Qinglong , Chen Yeying , Hu Xiaowen, Peng Kai
    2013, 32(6): 1215-1218.  DOI: 10.3969/j.issn.1674-0696.2013.06.26
    Abstract ( )   PDF (297KB) ( )  
    The water level. treatment project below the dam of Shuikou Hydropower Station was a low spillway dam with no f1oodgate. The f10w in front of the dam flow showed the characteristics of reservoir when the flow was small. However , with the flow increasing , the spillway dam became submerged dam. The flow condition was just like the natural river f1ow , and the flow pattem in upper approach channel was bad and the oblique flow was strong. The causes of the flow characteristics mentioned above and the effect of the f10w on the safety of the passage ships were analyzed. According to the theory of dispersing the flow and weakening the strength of oblique f1ow , the measures of extending the guide wall by segment and placing permeable holes with different :heights were put forward. Through the observation of model test , the technical methods proposed here tumed out to be effective to solve the problem of f10w disorders , strong oblique f10w and the bad navigation condition in the channel; and the maximum navigation discharge was improved from Q = 7 ,000 m3/s to Q = 16 ,900 m3/s.
    References | Related Articles | Metrics
    Application Prospects of Tradable Permits in Traffic Demand Management
    Fan Wenbo
    2013, 32(6): 1219-1223.  DOI: 10.3969/j.issn.1674-0696.2013.06.27
    Abstract ( )  
    A series of transportation demand management (TDM) schemes based on tradable permits (TP) were presented , in order to improve the effectiveness and social equity. Firstly , a review on the theoretical development and practices of the TP approach in the field of TDM was given. Secondly , the TP approach was compared with congestion pricing , so as to illustrate the applicability of TP approach in TDM. Thirdly , seven TP-based TDM schemes were proposed from the aspects of demand-supply sides and extemal conditions , which focused on the limiting vehicle ownership and usage , allocating transportation supply resources as well as regulating land use respectively. The proposed TDM schemes were compared with traditional TDM schemes , with respects of strengths and weaknesses as well as the applicable conditions. It is pointed that TP ap proach is subject to additional system costs as its inherent weakness; and the direction of future research is also recommended.
    References | Related Articles | Metrics
    Application Prospects of Tradable Permits in Traffic Demand Management
    Fan Wenbo
    2013, 32(6): 1219-1223.  DOI: 10.3969/j.issn.1674-0696.2013.06.27
    Abstract ( )   PDF (503KB) ( )  
    A series of transportation demand management (TDM) schemes based on tradable permits (TP) were presented , in order to improve the effectiveness and social equity. Firstly , a review on the theoretical development and practices of the TP approach in the field of TDM was given. Secondly , the TP approach was compared with congestion pricing , so as to illustrate the applicability of TP approach in TDM. Thirdly , seven TP-based TDM schemes were proposed from the aspects of demand-supply sides and extemal conditions , which focused on the limiting vehicle ownership and usage , allocating transportation supply resources as well as regulating land use respectively. The proposed TDM schemes were compared with traditional TDM schemes , with respects of strengths and weaknesses as well as the applicable conditions. It is pointed that TP ap proach is subject to additional system costs as its inherent weakness; and the direction of future research is also recommended.
    References | Related Articles | Metrics
    Signal Coordination Control Method at Urban Road Offset Intersection
    He Chunguang , Liu Xiaoyong , Sun Liang , Wang Xiaoyan
    2013, 32(6): 1224-1227.  DOI: 10.3969/j.issn.1674-0696.2013.06.28
    Abstract ( )  
    For the traffic characteristics at offset intersection , the offset intersection signal coordination control method was put forward , according to the traffic organization , the traffic flow characteristics and road traffic conditions. The proposed method coordinated the main traffic flow and the phase design of the T -shaped intersection , which focused on the traffic safety. Simulation analysis on the offset intersection signal coordination control was carried out by the VISSIM software. Research results show that: the average delay of each import at the intersections reduces after the signal coordination control method; meanwhile , when the number of conflict points of intersection reduces , the intersection delays will reduce and the traffic safety will be improved.
    References | Related Articles | Metrics
    Signal Coordination Control Method at Urban Road Offset Intersection
    He Chunguang , Liu Xiaoyong , Sun Liang , Wang Xiaoyan
    2013, 32(6): 1224-1227.  DOI: 10.3969/j.issn.1674-0696.2013.06.28
    Abstract ( )   PDF (290KB) ( )  
    For the traffic characteristics at offset intersection , the offset intersection signal coordination control method was put forward , according to the traffic organization , the traffic flow characteristics and road traffic conditions. The proposed method coordinated the main traffic flow and the phase design of the T -shaped intersection , which focused on the traffic safety. Simulation analysis on the offset intersection signal coordination control was carried out by the VISSIM software. Research results show that: the average delay of each import at the intersections reduces after the signal coordination control method; meanwhile , when the number of conflict points of intersection reduces , the intersection delays will reduce and the traffic safety will be improved.
    References | Related Articles | Metrics
    Road Traf?c Safety Analysis at the Core Area of City Based on the Grey System Theory
    Qiu Hongbo , Yang Bin , Huang Yong
    2013, 32(6): 1228-1231.  DOI: 10.3969/j.issn.1674-0696.2013.06.29
    Abstract ( )  
    Based on the gray system theory , the road traffic safety and the treatment methods of road traffic accidents were researched and explored. The regional road traffic was taken as a gray system; the related inf1uence factors of road safety were taken as the ser:ial number and lhe accident level was taken as the decision attribute. The impact degree of each attribute on road traffic safety was analyzed by the gray correlation degree and entropy numer:ical processing method , from the 0- verall connection degree distr:ibution figure of each attribute' s value and gray comprehensive relational entropy. The proposed method provides decision-making basis for the road traffic safety plan and the treatment of traffic safety
    References | Related Articles | Metrics
    Road Traf?c Safety Analysis at the Core Area of City Based on the Grey System Theory
    Qiu Hongbo , Yang Bin , Huang Yong
    2013, 32(6): 1228-1231.  DOI: 10.3969/j.issn.1674-0696.2013.06.29
    Abstract ( )   PDF (264KB) ( )  
    Based on the gray system theory , the road traffic safety and the treatment methods of road traffic accidents were researched and explored. The regional road traffic was taken as a gray system; the related inf1uence factors of road safety were taken as the ser:ial number and lhe accident level was taken as the decision attribute. The impact degree of each attribute on road traffic safety was analyzed by the gray correlation degree and entropy numer:ical processing method , from the 0- verall connection degree distr:ibution figure of each attribute' s value and gray comprehensive relational entropy. The proposed method provides decision-making basis for the road traffic safety plan and the treatment of traffic safety
    References | Related Articles | Metrics
    Application of Chaos Particle Swarm Optimization Unscented Particle Filter Algorithm to Integrated Navigation
    Li Biao , Deng Tianmin , Lu Baichuan, Zhang Shihai
    2013, 32(6): 1232-1236.  DOI: 10.3969/j.issn.1674-0696.2013.06.30
    Abstract ( )  
    Unscented particle filter (UPF) algorithm in urban vehicle navigation system is prone to have the phenomenon of particle dilution and loss of particle diversity. In order to overcome these defects and to improve the navigation accuracy and reliability of the combination of navigation and positioning system , chaos particle swarm optimization algorithm (CPSO) is integrated into the re-sampling process of UPF algorithm , and a new particle filter algorithm : Chaos Particle Swann Optimize Unscented Particle Filter (CPSO-UPF) algorithm is proposed , which speeds up the convergence rate of the filter particles , in order to ease the problem of particle dilution. Finally , PF algorithm , UPF algorithm and CPSO-UPF algorithm are used in the simulation experiment of vehicle integrated navigation system. Through the comparative analysis of experimental results , the filtering perfonnance of CPSO-UPF algorithm , which has higher accuracy of state estimation , is significantly better than that of UPF and PF algorithm.
    References | Related Articles | Metrics
    Application of Chaos Particle Swarm Optimization Unscented Particle Filter Algorithm to Integrated Navigation
    Li Biao , Deng Tianmin , Lu Baichuan, Zhang Shihai
    2013, 32(6): 1232-1236.  DOI: 10.3969/j.issn.1674-0696.2013.06.30
    Abstract ( )   PDF (422KB) ( )  
    Unscented particle filter (UPF) algorithm in urban vehicle navigation system is prone to have the phenomenon of particle dilution and loss of particle diversity. In order to overcome these defects and to improve the navigation accuracy and reliability of the combination of navigation and positioning system , chaos particle swarm optimization algorithm (CPSO) is integrated into the re-sampling process of UPF algorithm , and a new particle filter algorithm : Chaos Particle Swann Optimize Unscented Particle Filter (CPSO-UPF) algorithm is proposed , which speeds up the convergence rate of the filter particles , in order to ease the problem of particle dilution. Finally , PF algorithm , UPF algorithm and CPSO-UPF algorithm are used in the simulation experiment of vehicle integrated navigation system. Through the comparative analysis of experimental results , the filtering perfonnance of CPSO-UPF algorithm , which has higher accuracy of state estimation , is significantly better than that of UPF and PF algorithm.
    References | Related Articles | Metrics
    Selection of Roadside Guardrail Form on Mountainous Highway
    Chen Yuanming
    2013, 32(6): 1237-1241.  DOI: 10.3969/j.issn.1674-0696.2013.06.31
    Abstract ( )  
    Aiming at the selection of roadside guardrail form on mountainous highway,the influence of roadside conditions and risk degree on personnel casualties in the traffic accidents on mountainous highway was analyzed. According to the regulatory requirements,the guardrail protection level was obtained by calculation. Finally,it was proposed that the concrete guardrail should be chosen on mountainous highway; meanwhile,landscape design should be considered in setting the concrete guardrail.
    References | Related Articles | Metrics
    Selection of Roadside Guardrail Form on Mountainous Highway
    Chen Yuanming
    2013, 32(6): 1237-1241.  DOI: 10.3969/j.issn.1674-0696.2013.06.31
    Abstract ( )   PDF (385KB) ( )  
    Aiming at the selection of roadside guardrail form on mountainous highway,the influence of roadside conditions and risk degree on personnel casualties in the traffic accidents on mountainous highway was analyzed. According to the regulatory requirements,the guardrail protection level was obtained by calculation. Finally,it was proposed that the concrete guardrail should be chosen on mountainous highway; meanwhile,landscape design should be considered in setting the concrete guardrail.
    References | Related Articles | Metrics
    Evaluation of Coordination Degree of Side-Slope Landscape and Security of Mountainous Freeway
    Duan Mengmeng , Li Jianyuan , Shang Ting , Liu Tangzhi
    2013, 32(6): 1242-1246.  DOI: 10.3969/j.issn.1674-0696.2013.06.32
    Abstract ( )  
    The composiotion elements of the side-slope landscape and security system of the mountainous freeway were deeply analyzed from the point of rides personnel , and the indexes that affected the coordination degree of freeway side-slope landscape and safety were determined. Group analytic hierarchy process method was introduced to evaluate the index weight. UC-win/ Road was utilized to establish the three-dimensional dynamic model of the side-slope landscape , and then the dynamic simulation was also carried out. So the coordination degree level of side-slope landscape and security was obtained , which could judge the coordination degree level of side-slope landscape and security. Finally , the case study shows that the proposed method is feasible , which has a good application value.
    References | Related Articles | Metrics
    Evaluation of Coordination Degree of Side-Slope Landscape and Security of Mountainous Freeway
    Duan Mengmeng , Li Jianyuan , Shang Ting , Liu Tangzhi
    2013, 32(6): 1242-1246.  DOI: 10.3969/j.issn.1674-0696.2013.06.32
    Abstract ( )   PDF (360KB) ( )  
    The composiotion elements of the side-slope landscape and security system of the mountainous freeway were deeply analyzed from the point of rides personnel , and the indexes that affected the coordination degree of freeway side-slope landscape and safety were determined. Group analytic hierarchy process method was introduced to evaluate the index weight. UC-win/ Road was utilized to establish the three-dimensional dynamic model of the side-slope landscape , and then the dynamic simulation was also carried out. So the coordination degree level of side-slope landscape and security was obtained , which could judge the coordination degree level of side-slope landscape and security. Finally , the case study shows that the proposed method is feasible , which has a good application value.
    References | Related Articles | Metrics
    Freeway Incident Detection Algorithm Based on Fuzzy Logic
    Yang Zhiyong , Ma Hongwei , Chen Xiaoping
    2013, 32(6): 1247-1251.  DOI: 10.3969/j.issn.1674-0696.2013.06.33
    Abstract ( )  
    The advantages and disadvantages of typical traffic incident detection algorithms were analyzed comprehensively. The traditional increment comparison algorithm was improved and a new algorithm was proposed , which had six outputs that could reflect the whole process of traffic incident from the beginning to the end. By means of traffic simulation software TSIS , the improved increment comparison algorithm was simulated and the results verified the effectiveness of the improved algorithm , which took the detection rate , false alarm rate and average test time as evaluation indexes. By analyzing the relationship among traffic flow parameters , the distinguish standards of traffic incident property were determined. Finally , the fuzzy logic and the improved increment comparison algorithm were integrated organically , and then the incident detection algorithm of freeway based on fuzzy logic was established.
    References | Related Articles | Metrics
    Freeway Incident Detection Algorithm Based on Fuzzy Logic
    Yang Zhiyong , Ma Hongwei , Chen Xiaoping
    2013, 32(6): 1247-1251.  DOI: 10.3969/j.issn.1674-0696.2013.06.33
    Abstract ( )   PDF (322KB) ( )  
    The advantages and disadvantages of typical traffic incident detection algorithms were analyzed comprehensively. The traditional increment comparison algorithm was improved and a new algorithm was proposed , which had six outputs that could reflect the whole process of traffic incident from the beginning to the end. By means of traffic simulation software TSIS , the improved increment comparison algorithm was simulated and the results verified the effectiveness of the improved algorithm , which took the detection rate , false alarm rate and average test time as evaluation indexes. By analyzing the relationship among traffic flow parameters , the distinguish standards of traffic incident property were determined. Finally , the fuzzy logic and the improved increment comparison algorithm were integrated organically , and then the incident detection algorithm of freeway based on fuzzy logic was established.
    References | Related Articles | Metrics
    Application of Weigh-In-Motion in Electronic Toll Collection System
    Li Ying , Fu Huaming
    2013, 32(6): 1252-1255.  DOI: 10.3969/j.issn.1674-0696.2013.06.34
    Abstract ( )  
    The current ETC system collects road tolls by the seating capacity of passenger vehicles and the tonnage of trucks , and doesn' t impose restrictions on overweight vehicles. Aiming at the problem , a new idea of applying WIM to ETC system was proposed , and the installation site of WIM device and the running process were also analyzed. Analysis results show that the proposed idea has a certain value in the practical application
    References | Related Articles | Metrics
    Application of Weigh-In-Motion in Electronic Toll Collection System
    Li Ying , Fu Huaming
    2013, 32(6): 1252-1255.  DOI: 10.3969/j.issn.1674-0696.2013.06.34
    Abstract ( )   PDF (270KB) ( )  
    The current ETC system collects road tolls by the seating capacity of passenger vehicles and the tonnage of trucks , and doesn' t impose restrictions on overweight vehicles. Aiming at the problem , a new idea of applying WIM to ETC system was proposed , and the installation site of WIM device and the running process were also analyzed. Analysis results show that the proposed idea has a certain value in the practical application
    References | Related Articles | Metrics
    Experiment Study on Strength of Front Floor of Light Truck Cab
    LiangHuiren , Tan Jijin , Zhang Aijun , Xu Yinsheng
    2013, 32(6): 1256-1259.  DOI: 10.3969/j.issn.1674-0696.2013.06.35
    Abstract ( )  
    Based on the cracking phenomenon of the 1100r of a light truck cab , the analysis on the front 1100r strength was carried out , through the force relationship between tilting mechanism and cab system. Through the electrical measurement method , the stress value of each measuring point under the state of the cab l1ip and travel on the road was obtained , which provided a reliable basis for the modification of cab mechanism.
    References | Related Articles | Metrics
    Experiment Study on Strength of Front Floor of Light Truck Cab
    LiangHuiren , Tan Jijin , Zhang Aijun , Xu Yinsheng
    2013, 32(6): 1256-1259.  DOI: 10.3969/j.issn.1674-0696.2013.06.35
    Abstract ( )   PDF (268KB) ( )  
    Based on the cracking phenomenon of the 1100r of a light truck cab , the analysis on the front 1100r strength was carried out , through the force relationship between tilting mechanism and cab system. Through the electrical measurement method , the stress value of each measuring point under the state of the cab l1ip and travel on the road was obtained , which provided a reliable basis for the modification of cab mechanism.
    References | Related Articles | Metrics
    Dynamic Speed Guidance Experiment ?ased on Multi-Driving Simulators
    Ding Yan , Sun Jian
    2013, 32(6): 1260-1266.  DOI: 10.3969/j.issn.1674-0696.2013.06.36
    Abstract ( )  
    There were some typical problems , including safety, driver behaviors feedbacks , vehicle interactions and scenario settings when the simulation experiments and fi!ed tests were used to investigate the speed guidance issues. A new multi-vehicles coordinating speed guidance experiment platform was established by using the program-oriented multi-driving simulator and VIRTOOLS software. And the individual speed guidance strategy for highway system was programmed on the base of the programmable platform. 18 typical drivers were recruited to attend the speed guidance experiments on Cao' an highway (Lianqun Road-Xianghuang Road) in Shanghai. The experiments included single vehicle without speed guidance (SVWOSG) , single vehicle without speed guidance (SVWSG) , two vehicles without speed guidance (TVWOSG) and two vehicles with speed guidance (TVWSG) and 350 driving samples were obtained finally. The temporal-spatial trajectory analysis and ANOVA analysis were used to comp缸e 4 types of experiment. The results show that both SVWSG and TVWSG can decrease the intersection stops effectively and have no significant effects on travel time compared with the SVWOSG and TVWOSG. TVWSG may have certain safety effect on the vehicle at the restricted lane-changing scenarios.
    References | Related Articles | Metrics
    Dynamic Speed Guidance Experiment ?ased on Multi-Driving Simulators
    Ding Yan , Sun Jian
    2013, 32(6): 1260-1266.  DOI: 10.3969/j.issn.1674-0696.2013.06.36
    Abstract ( )   PDF (541KB) ( )  
    There were some typical problems , including safety, driver behaviors feedbacks , vehicle interactions and scenario settings when the simulation experiments and fi!ed tests were used to investigate the speed guidance issues. A new multi-vehicles coordinating speed guidance experiment platform was established by using the program-oriented multi-driving simulator and VIRTOOLS software. And the individual speed guidance strategy for highway system was programmed on the base of the programmable platform. 18 typical drivers were recruited to attend the speed guidance experiments on Cao' an highway (Lianqun Road-Xianghuang Road) in Shanghai. The experiments included single vehicle without speed guidance (SVWOSG) , single vehicle without speed guidance (SVWSG) , two vehicles without speed guidance (TVWOSG) and two vehicles with speed guidance (TVWSG) and 350 driving samples were obtained finally. The temporal-spatial trajectory analysis and ANOVA analysis were used to comp缸e 4 types of experiment. The results show that both SVWSG and TVWSG can decrease the intersection stops effectively and have no significant effects on travel time compared with the SVWOSG and TVWOSG. TVWSG may have certain safety effect on the vehicle at the restricted lane-changing scenarios.
    References | Related Articles | Metrics
    Finite Element Modal and Harmonic Analysis of Bus Body
    Fu Changhu , Liu Hongguang, Lu Senglin
    2013, 32(6): 1267-1269.  DOI: 10.3969/j.issn.1674-0696.2013.06.37
    Abstract ( )  
    The finite element model of a light bus was established and then the modal analysis was carried out. The natural frequency and vibration mode were also obtained. Furthermore , the accuracy of model was verified through the experiment The harmonic response analysis was done and the vibration responses of the key points of the bus body were got. According to the modal and harmonic response analysis results , the main vibration parts and vibration frequency were obtained. At last , some improvement suggestions were proposed to reduce the vibration of the bus body.
    References | Related Articles | Metrics
    Finite Element Modal and Harmonic Analysis of Bus Body
    Fu Changhu , Liu Hongguang, Lu Senglin
    2013, 32(6): 1267-1269.  DOI: 10.3969/j.issn.1674-0696.2013.06.37
    Abstract ( )   PDF (211KB) ( )  
    The finite element model of a light bus was established and then the modal analysis was carried out. The natural frequency and vibration mode were also obtained. Furthermore , the accuracy of model was verified through the experiment The harmonic response analysis was done and the vibration responses of the key points of the bus body were got. According to the modal and harmonic response analysis results , the main vibration parts and vibration frequency were obtained. At last , some improvement suggestions were proposed to reduce the vibration of the bus body.
    References | Related Articles | Metrics
    Control of Exterior Noise of Truck Crane
    Chen Xu , Zuo Yanyan
    2013, 32(6): 1270-1274.  DOI: 10.3969/j.issn.1674-0696.2013.06.38
    Abstract ( )  
    The influence of main noise sources , including engine noise , drive system noise , exhausting system noise and vibration radiation noise , on the exterior noise of automobile crane was studied. The noise sources were sorted and identifìed according to their different contribution to the exterior noise , using simulation of road noise test , near fìeld measurement and the sound radiation model of point source. And then , corresponding noise reduction measurements were proposed to carry out the sound insulation and absorption on the engine , which achieved good results.
    References | Related Articles | Metrics
    Control of Exterior Noise of Truck Crane
    Chen Xu , Zuo Yanyan
    2013, 32(6): 1270-1274.  DOI: 10.3969/j.issn.1674-0696.2013.06.38
    Abstract ( )   PDF (380KB) ( )  
    The influence of main noise sources , including engine noise , drive system noise , exhausting system noise and vibration radiation noise , on the exterior noise of automobile crane was studied. The noise sources were sorted and identifìed according to their different contribution to the exterior noise , using simulation of road noise test , near fìeld measurement and the sound radiation model of point source. And then , corresponding noise reduction measurements were proposed to carry out the sound insulation and absorption on the engine , which achieved good results.
    References | Related Articles | Metrics
    Multi-Objective Optimization Model of Containers Stacking in Transshipment Port Yard
    Wang Bin,Xu Guoping
    2013, 32(6): 1275-1278.  DOI: 10.3969/j.issn.1674-0696.2013.06.39
    Abstract ( )  
    A multi-objective optimization model for containers stacking in the storage yard of a transshipment port was established. The optimal stacking plan for the storage yard was formulated to meet the requirements of ship berthing, whose objective was to minimize the number of yard cranes used in the storage yard and balance the workload among different blocks during the planning period. Based on the construction and solution of the model , the simulation analysis on the workload parameter was made to discover the influence of workload on the number of yard crane used and the balance of work distributIOn.
    References | Related Articles | Metrics
    Multi-Objective Optimization Model of Containers Stacking in Transshipment Port Yard
    Wang Bin,Xu Guoping
    2013, 32(6): 1275-1278.  DOI: 10.3969/j.issn.1674-0696.2013.06.39
    Abstract ( )   PDF (291KB) ( )  
    A multi-objective optimization model for containers stacking in the storage yard of a transshipment port was established. The optimal stacking plan for the storage yard was formulated to meet the requirements of ship berthing, whose objective was to minimize the number of yard cranes used in the storage yard and balance the workload among different blocks during the planning period. Based on the construction and solution of the model , the simulation analysis on the workload parameter was made to discover the influence of workload on the number of yard crane used and the balance of work distributIOn.
    References | Related Articles | Metrics