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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

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    Transport+Big Data and Artificial Intelligence
    Optimization Model of Highway Passenger Transport Network in Urban Agglomeration Coordinating with Intercity Rail Transit
    LI Tingting, YANG Jiawen
    2020, 39(06): 1-7.  DOI: 10.3969/j.issn.1674-0696.2020.06.01
    Abstract ( )   PDF (3120KB) ( )  
    In order to coordinate the development of highway passenger transport network in urban agglomeration and intercity rail transit, the approach of hub-and-spoke network design was applied. With the objective of minimizing the demand-weighted travel time cost TTotal and the total operation cost of highway passenger lines CH, the optimization model HN of highway passenger transport network in urban agglomeration coordinating with intercity rail transit was built. The optimization software CPLEX was used to solve the proposed model. An example of the actual highway passenger transport network in some areas of the Pearl River Delta was given. From the aspects of the demand-weighted travel time TTotal and the total operation cost of the highway passenger transport line CH, the results of the proposed model and the operation scheme of the actual highway passenger transport network were compared and analyzed. The results show that the passenger flow proportion of highway direct lines PD decreases with the increase of the running speed of intercity rail transit V, and increases with the increase of the transfer time T between intercity rail transit and highway passenger transport. In addition, with the increase of the total operation cost weight coefficient β for highway passenger transport lines, the network of highway passenger transport lines in urban agglomerations becomes sparser and the number of highway direct lines ND decreases, but the number of highway connecting lines NF does not change much. The validity of the proposed model is verified by the case study.
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    Forecasting of Port Cargo Throughput Based on Elman Neural Network
    LI Guangru, ZHU Qinghui
    2020, 39(06): 8-12.  DOI: 10.3969/j.issn.1674-0696.2020.06.02
    Abstract ( )   PDF (514KB) ( )  
    To improve the prediction accuracy of port cargo throughput and further provide data support for port construction, Elman neural network with the capability of dealing with dynamic information was introduced. Elman neural network was applied to the forecast of cargo throughput in Ningbo-Zhoushan port, and the time series data were constructed by using the first six months data to recursively predict the next month data. Meanwhile, the prediction results were compared with those of BP neural network and RBF neural network. The results show that: in terms of port cargo throughput forecast, compared with BP neural network and RBF neural network, Elman neural network can better adapt to the characteristics of the throughput data varying with time, and its prediction values are closer to the actual values, whose prediction performance is better. And it can better reflect the actual state of the port.
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    Basic Rate of Taxi Based on Bi-level Programming Model
    HU Yucong1, LUO Jialing1, PAN Lei2
    2020, 39(06): 13-18.  DOI: 10.3969/j.issn.1674-0696.2020.06.03
    Abstract ( )   PDF (457KB) ( )  
    Taxi is one of the most active modes of urban passenger transportation. The establishment of taxi rates suitable for urban economic development can directly affect the travel cost of residents, thus affecting the choice behavior of travelers, and achieving the purpose of balancing the transportation mode and travel time and space. As the basis for the formulation of taxi fare, the basic rate is of great practical significance to determine a reasonable taxi basic rate model. Based on the research of multi-modal urban traffic road network, a bi-level programming model was established to study the basic rate of urban passenger taxis. The goal of the upper layer was to minimize the total cost of the transportation system, and the lower layer is the balance model of multi-mode transportation network. The mixed algorithm of genetic algorithm and MSA iterative weighting method was used to solve the proposed model. In order to verify the applicability of the proposed model, a simple road network was constructed for case study. The results show that: based on the minimum total cost of system, the proposed model can obtain a reasonable taxi basic rate and the sharing rate of each transportation mode in the system is relatively reasonable. In the process of government guiding taxi pricing, the optimal taxi-pricing scheme can be designed to reduce the total social cost, according to the relationship between the taxi basic rate and the freight rate system.
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    Traffic & Transportation Engineering
    Traffic Manner Judgment for Bicyclist
    WANG Shaohua1,2, HUANG Jianling1,3, CHEN Yanyan1, LIU Zhuo1, CHEN Ning1
    2020, 39(06): 19-24.  DOI: 10.3969/j.issn.1674-0696.2020.06.04
    Abstract ( )   PDF (609KB) ( )  
    In view that the traffic manner of the involved persons in the traffic accidents plays an important role for responsibility identification in China, a method of judging the traffic manner of bicyclists based on feature selection was proposed. After collecting traffic accident case data and constructing combination features, the data imbalance processing was carried out on the basis of SMOTE algorithm. The three kinds of multi-classification models, that is support vector machine, random forest and artificial neural network, were built according to different data sets and evaluated by the way of cross validation and receiver operating characteristic curve. The optimal classification accuracy and key characteristic variables were ascertained. The results show that the identification accuracy rate of the proposed method is 78.83% in the combined data sets and 82.19% in the original sampling data sets. Bicycle saddle damage, bicycle saddle rotation, vehicle type and bicycle handlebar rotation are the key characteristic variables for traffic manner judgement.
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    Speed Characteristic Analysis of Expressway Tunnel Section
    TANG Zhengguang1,FU Yongguo1,DONG Wenwu1,LIU Tingkun2
    2020, 39(06): 25-32.  DOI: 10.3969/j.issn.1674-0696.2020.06.05
    Abstract ( )   PDF (679KB) ( )  
    Expressway tunnel section is the most frequent section of rear-end collision. The main cause of rear-end collision is the uneven distribution of vehicle speed. By collecting the running speed data of an expressway tunnel section in Yunnan Province, and using SPSS to process the speed data, the vehicle speed distribution characteristics of the tunnel section were obtained. Furthermore, the speed of tunnel section was analyzed, and the distribution law of the speed of tunnel section was summarized. Finally, the existing problems of the speed of expressway tunnel section were obtained, and the corresponding speed control measures were proposed, so as to provide theoretical support for reducing the accident rate of rear-end collision and formulating traffic control measures of tunnel section.
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    Taxiing Route Optimization at Airport Based on Runway Exit Taxiways Selection
    ZHANG Zhaoning, WANG Tong
    2020, 39(06): 33-39.  DOI: 10.3969/j.issn.1674-0696.2020.06.06
    Abstract ( )   PDF (771KB) ( )  
    In order to better study the optimization of aircraft taxiing path in the airport, the taxiing process of the aircraft after landing was analyzed, the optimal runway exit taxiway was selected to leave the runway. Combining with the taxiing conflict constraint conditions, the optimization model of aircraft taxiing path was established. The taxiing path optimization algorithm based on the improved genetic algorithm was applied to solve the proposed model. The results of the example analysis show that the global taxi time of the aircraft is reduced and the occupation time of the landing aircraft on the runway is reduced, which shows that the proposed algorithm is feasible.
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    Environmental Risk Analysis and Evaluation of Road Sections in Military Transportation in Wartime
    CHEN Yuanwen
    2020, 39(06): 40-45.  DOI: 10.3969/j.issn.1674-0696.2020.06.07
    Abstract ( )   PDF (1544KB) ( )  
    Safety factors are important considerations for military transportation route planning in wartime, and how to quantitatively evaluate and calculate the safety degree of each road section in the road network based on existing experience and knowledge is the basic and key problem to be solved in military transportation. First of all, the concept of environmental risk value of road section was put forward; then, based on the analysis of the basic characteristics and calculation requirements of environmental risk of road section, the calculation method of environmental risk of road section under static conditions was proposed, according to the distance between enemy occupied areas and the parking time; thirdly, the idea of curve integration was adopted, and the definition and the algorithm design of environmental risk of road section in dynamic situation were carried out from the perspective of discrete mathematics; finally, the specific implementation method of the environmental risk assessment of the road section was proposed and designed. The results show that the proposed method can accurately evaluate the environmental risk of road section in wartime environment, and provide reliable and accurate basic road network data for the wartime military transportation path planning with the goal of safety and fast speed.
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    Bridge & Tunnel Engineering
    Measure Point Layout of Modal Test of Highway Curved Beam Bridge
    LIANG Dong1,2, ZHANG Congzheng1, CHEN Lei1
    2020, 39(06): 46-52.  DOI: 10.3969/j.issn.1674-0696.2020.06.08
    Abstract ( )   PDF (2296KB) ( )  
    In order to obtain the optimal layout of the measuring points for testing the modal shape of the highway curved beam bridge, the effective independent method was used to calculate the layout position of measuring points, and the modal assurance criterion was introduced to check the accuracy of the measuring points. Taking an actual three-span continuous curved beam bridge as an engineering background, the program of finding the location of corresponding measuring points by the effective independent method was compiled by MATLAB, and the sensor arrangement measuring points of the first 10 modes were calculated respectively. The angle of the modal vector space (PMACi value) of each modal measuring point was calculated, and four modes among them were selected for real bridge verification. The results show that most of the PMACi values meet the modal assurance criterion, and the results of real bridge test are very similar to those of the finite element modal, which indicates that the proposed scheme of measuring point arrangement can be applied to the modal test of three-span continuous curved beam bridge, and the effective independent method can effectively provide a reference for the measuring point layout of modal test of highway curved beam bridge under environmental excitation.
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    Influence of Inserting Steel Plates on the Cable Force and Alignment of Main Arch
    ZHANG Min1, XU Nuo1, ZHOU Linqi1, HAN Yu1,2
    2020, 39(06): 53-58.  DOI: 10.3969/j.issn.1674-0696.2020.06.09
    Abstract ( )   PDF (857KB) ( )  
    Aiming at the problem that the arch rib alignment deviates from the target alignment seriously due to too many steel plates inserting into the arch segments during the construction with the cantilever assembly cable-stayed suspension method, the coordinate correction formula of arch segments after inserting steel plates was deduced, according to the geometric relationship between arch segments. The influence of the padded steel plate between arch segments on the cable force and the main arch alignment was also studied by using finite element software. The results of the study show that: in the process of assembling the arch rib, the steel plate padded at the back of the arch will increase the cable force during the construction process, with the cable force error reaching 49.69%; the alignment of the arch rib after the completion of the arch is higher than the target alignment, and the maximum deviation of the alignment will reach 204.9 mm. The steel plate padded at the arch soffit will decrease the cable force in the process of construction, and the cable force error is up to -50.26%; the alignment of the arch rib after the completion of the arch is lower than the target alignment, and the maximum deviation of the alignment will reach -201.9 mm. Therefore, the use of padding steel plates between arch segments should be precautious in the arch segments construction.
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    Safety Impact Assessment of Existing Track Structure under the Proposed Municipal Viaduct
    ZHOU Zhihai, CHEN Fang
    2020, 39(06): 59-65.  DOI: 10.3969/j.issn.1674-0696.2020.06.10
    Abstract ( )   PDF (8193KB) ( )  
    With the rapid development of urban traffic, it is inevitable that the new municipal road will have a safety impact on the existing underground rail structure. How to accurately assess the impact degree and whether there will be safety problems are very important to ensure the safe operation of existing track structures during the construction and operation stages of municipal roads. Based on the background of a proposed municipal road project in Chongqing which spanned the existing track structure, using the method of two-dimensional finite element analysis with three-dimensional finite element analysis, the calculation and analysis of the displacement and deformation of the track structure as well as other related safety impacts of the most unfavorable section of the viaduct affecting the track line interval were carried out, and the safety impact of the proposed municipal road viaduct on the existing track structure was studied. The conclusion of the study shows that the safety impact of the proposed municipal road on the existing track structure is acceptable.
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    CO Migration Law of Spiral Tunnel in Plateau Area
    GAO Feng1, TANG Yuchen1, ZHANG Gensi2, LIU Lin2, ZHANG Jie1, QI Huaiyuan1
    2020, 39(06): 66-72.  DOI: 10.3969/j.issn.1674-0696.2020.06.11
    Abstract ( )   PDF (2194KB) ( )  
    The plateau spiral tunnel is affected by factors such as low air pressure, thin air and curve radius. The CO transport law in the spiral tunnel is different from that in the conventional tunnel. Based on the Wolonggou No. 1 tunnel project, the Fluent software was used to simulate and analyze, and the spatial distribution law and distribution characteristics of the CO concentration field in the spiral tunnel of the plateau area were obtained by the comparative analysis of the plateau spiral tunnel with the conventional tunnel. Meanwhile, the reliability of the results was verified by combining with the monitoring data of site. And the increase rate of ventilation safety time of the spiral tunnel with R=700m at each altitude compared with that of conventional tunnel was obtained, which can be used as reference basis for tunnel ventilation. According to the calculation results, the relevant measures for the ventilation management of the spiral tunnel in the plateau area were proposed.
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    Highway & Railway Engineering
    Design of Asphalt Mixture with Low Voidage Based on PFC3D
    LING Tianqing1,YANG Yunlong2,ZHAO Cheng3,ZHU Liwei3,CHEN Qiaoqiao4
    2020, 39(06): 73-80.  DOI: 10.3969/j.issn.1674-0696.2020.06.12
    Abstract ( )   PDF (651KB) ( )  
    In order to further improve the disease resistance of asphalt pavement, an improved mixing proportion design method was proposed, based on the full understanding of asphalt mixing proportion design method and PFC3D simulation. Through the high and low temperature performance, water stability and fatigue life test, the designed MAC-13 and common AC-13 mixture were compared and analyzed. The results show that MAC-13 maintains the water stability of the dense gradation asphalt mixture very well, improves the high temperature performance to a great extent, and its low temperature performance and fatigue resistance can also meet the requirements. PFC3D simulation is of great applicability for asphalt mixture design, and the designed asphalt mixture with low voidage has better performance.
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    Influence of RAP Particle Size on the Performance of Hot Recycled Asphalt Mixture
    CHENG Peifeng1, XIANG Yinjian1 , LI Juhui1, ZHOU Yuanzhi2
    2020, 39(06): 81-86.  DOI: 10.3969/j.issn.1674-0696.2020.06.13
    Abstract ( )   PDF (705KB) ( )  
    To study the influence of RAP (Recycled Asphalt Pavement) particle size on the properties of hot recycled asphalt mixture, the gross bulk density and Marshall stability index were selected to evaluate the fusion of new and old asphalt, and a better mixing process was obtained. The ratio of fine RAP in the reference material was changed. Marshall test, rutting test, low temperature trabecular bending test and freeze-thaw split test were used to study the influence of different fine RAP ratios on volume index, mechanical index and road performance of recycled asphalt mixture. The research results show that the “recycled dry mixing method” can improve the fusion of new and old asphalt and the uniformity of mixture mixing in recycled asphalt mixture, and improve the performance of recycled asphalt mixture. The gross bulk density and Marshall stability index of recycled asphalt mixture have the peak value with the increase of the fine RAP ratio. When the proportion of fine RAP in the reference material reaches 13%, the gross bulk density of recycled asphalt mixture is the largest, and when the ratio of fine RAP reaches 17.5%, the Marshall stability of recycled asphalt mixture is the largest. As the proportion of fine RAP increases, the road performance of recycled asphalt mixture has a peak value. When the fine RAP content exceeds 13%, the road performance of recycled asphalt mixture begins to decline. The high proportion of fine RAP will cause the lack of free fine aggregate to fill the gap, and the performance of recycled asphalt mixture will decline. The reference material combination designed by the grey correlation analysis method can effectively compensate the adverse effects of high RAP content on the recycled asphalt pavement.
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    Using SHRP Index to Evaluate the Technical Performance of Chunfengtahe Modified Asphalt
    LI Hongliang1,MA Lianxia1,XU Peng2,ZHANG Hua2,ZHANG Nan3
    2020, 39(06): 87-91.  DOI: 10.3969/j.issn.1674-0696.2020.06.14
    Abstract ( )   PDF (1204KB) ( )  
    The technical performance of SBS modified asphalt produced by Chunfengtahe base asphalt mixed by Tianzhize chemical company limited was analyzed by SHRP standard index evaluation, and the compatibility of SBS modified asphalt was tested by fluorescence microscope. At the same time, four component analysis and standard technical index evaluation in China were carried out. The results show that: the physical microcosmic distribution of SBS I-C modified asphalt is more uniform and its quality is better; the PG grade of SBS I-C modified asphalt is PG64E-28; the proportion of four components of SBS I-C in Chunfengtahe is reasonable, and the colloidal structure is stable. The technical performance of SBS I-C modified asphalt can meet the technical requirements of Chinas specifications.
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    Preparation and Effect of an Environment-friendly Snow-Melting Agent
    WANG Dong1,ZHAO Fuqiang1,TIAN Zhongnan2,LI Yang2,3,ZHANG Zhengqi2
    2020, 39(06): 92-98.  DOI: 10.3969/j.issn.1674-0696.2020.06.15
    Abstract ( )   PDF (7752KB) ( )  
    In view of the lag and low efficiency of the existing traditional snow removal technology, an environment-friendly snow-melting agent (ZRX) was developed to enhance the snow-melting and ice-melting performance of asphalt pavement in winter. The industrial slag steel slag, sodium chloride, coupling agent solution and hydrophobic agent were selected to prepare the snow-melting agent with different component proportion. Through Marshall test, the mixture ratio of snow-melting agent to asphalt mixture was determined, and the long-term salting-out performance of snow-melting asphalt mixture was tested by electronic clinometer. Finally, the snow-melting performance of the snow-melting asphalt mixture was tested by different intensity of snow. The results show that the ZRX agent may instead of all 0.075 ~ 0.15mm aggregate in grading. The Marshall test shows that the stability of ZRX asphalt mixture is reduced and the flow value is larger, but it can still meet the specification requirements. The salting-out rate of ZRX agent in the mixture is the fastest in the first 48 hours, and it can continue to precipitate in the accelerated test. Under the condition of continuous heavy snow, the snow-melting performance of ZRX specimen needs to be improved, but the snow-melting effect is obvious under the condition of moderate snow. Therefore, it is suggested that the use environment of snow-melting asphalt mixture should be light snow to moderate snow.
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    Port & Waterway · Hydraulic & Hydroelectric · Resources & Environment
    Development Evolution and Influence Factors of Ports in China Coastal
    ZHANG Xinfang, LYU Jing
    2020, 39(06): 99-107.  DOI: 10.3969/j.issn.1674-0696.2020.06.16
    Abstract ( )   PDF (2411KB) ( )  
    To explore the development laws of port and the influencing factors, the development process of Chinas coastal ports during 2000—2018 was studied by establishing port development index system, using dynamic entropy-weight TOPSIS method and ArcGIS software. The obstacle degree model was used to analyze the restrictive factors. The research results show that: There are significant differences in the various ports development. The port distribution pattern is scattered in whole and concentrated in part. In recent years, the development of ports around the Bohai Sea has slowed down, and the ports in the southwest and southeast China have developed better, showing the characteristics of strong development in the south and weak development in the north. Region environment and facility conditions restrict port development most significantly; the impact of city support and financial situation is small, and the impact of operation scale is the smallest; and the impact of spatial accessibility and development potential fluctuates greatly. The basic conditions such as channel, berth and the number of mechanical equipment are always the main obstacle factors, and the top 10 factors of obstacle ranking are concentrated in location environment and facility conditions. The results are helpful to understand the development process of Chinas coastal ports and provide references for clarifying the investment environment and planning the layout of ports.
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    Characteristics and Spatial Difference of Urban Scale Expansion in Different Scales in the Yangtze River Economic Belt
    GUAN Dongjie,HE Xiujuan,CHEN Lin
    2020, 39(06): 108-116.  DOI: 10.3969/j.issn.1674-0696.2020.06.17
    Abstract ( )   PDF (5940KB) ( )  
    Based on the remote sensing data of nighttime lights in the Yangtze River Economic Belt (YREB) from 1992 to 2012, the law of urban rank scale evolution and the difference of urban spatial expansion in the YREB were analyzed by the Pareto coefficients and the urban expansion index. The results show that: during the year from 1992 to 2012, the Pareto coefficients in the YREB have increased from 0.55 to 0.77, with an average annual change of 0.011. On the urban agglomeration scale, the Pareto coefficients have increased by 0.340, 0.320, and 0.270 in the Cheng-Yu urban agglomeration (CY), Yangtze River Delta urban agglomeration (YRD) and Central Yangtze River urban agglomeration (CYR). Based on the distinction of mega, large, medium and small cities, the rank change of mega, large and medium cities in the urban agglomerations from 1992 to 2012 was further analyzed. In the three urban agglomerations, the Pareto coefficients of mega cities were relatively stable, and the fluctuation range of Pareto coefficients of big and medium cities decreased gradually with the time axis. From 1992 to 2012, the cities in the YREB with intense urban expansion were mainly distributed in the middle and lower reaches of the Yangtze River, such as Shanghai, Hangzhou, Wuhan, while the urban expansion in the upper reaches of the Yangtze River was mostly slow and stable. On the whole, the order of megacities in the YREB was the most stable, but the number of megacities was small, which showed that the promotion speed of megacities was slow, especially in the western and central regions. By 2012, the eastern part of the YREB has entered the stage of urban continuum, while the inland urban agglomeration has still been in the stage of development dominated by the central city. Wuhan, Chongqing and Chengdu, as megacities, dominate the development of inland urban agglomerations, but the radiation capacity of the central cities is limited, which makes the urban system structure of the YREB unreasonable.
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    Change of Ecosystem Service Value in Urban-Rural Dual Structure Area
    MU Fengyun1,YIN Boling1,YU Yang1,GONG Xiaofeng2
    2020, 39(06): 117-125.  DOI: 10.3969/j.issn.1674-0696.2020.06.18
    Abstract ( )   PDF (955KB) ( )  
    The coordinated development of the ecological environment under the urban-rural dual structure has an important impact on regional development. Based on the 3S technology, and with the aid of Landsat image interpretation results, the market value method, dynamic analysis and sensitivity analysis were adopted to study the change of ecosystem service value of the areas with different urbanization rate in Banan district from 2005 to 2015. The research results show that: In terms of quantitative evaluation of ecosystem service value, during the research period, the value of ecosystem service in the core area has increased slightly, from 2.453 billion CNY to 2.503 billion CNY, which has increased by 2.04%; while the value of ecosystem services in the fringe area has decreased significantly, from 6.32 billion CNY to 5.799 billion CNY, which has decreased by 8.98%. The single function of ecological services in the two regions has different changes, but the service value of water conservation function of both intends to decrease. In terms of the dynamic change of ecosystem service value, during the research period, the ecosystem service function benefit in fringe area firstly increases and then decreases, while that in the core area firstly decreases and then increases.
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    Vehicle &Electromechanical Engineering
    Application of Automatic Update Method of Model-Reference Block in Vehicle Control System
    WANG Wenbin1,2, XING Huafeng1,2, LI Jun3, SONG Dongxian1,2
    2020, 39(06): 126-129.  DOI: 10.3969/j.issn.1674-0696.2020.06.19
    Abstract ( )   PDF (976KB) ( )  
    The hierarchical architecture of TypeA model in the specification of MathWorks Automotive Advisory Board (MAAB) is one of the best schemes for the development and management of vehicle control system model. In order to solve the problem of wrong update/missing update when manually updating the model-reference module in the model of TypeA architecture, the automatic update tool of the model-reference module was developed by using MATLAB language. Compared with the difference between manual update and automatic update, the research results show that the model-reference module automatic update tool can completely solve the risks and problems of manual update method, and improve the quality and efficiency of control system model development.
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    Dynamic Response and Failure Mode Transformation of Aluminum Alloy Tube under Repeated Impacts
    LIU Qiang, XIA Zhencong, SUN Yubo
    2020, 39(06): 130-135.  DOI: 10.3969/j.issn.1674-0696.2020.06.20
    Abstract ( )   PDF (3777KB) ( )  
    In the accident of vehicle pileup, the body structure is easy to be impacted many times, which has a great impact on the safety of automobile. Taking the aluminum alloy circular tube as the research object, through the combination of experiment and simulation, the dynamic response of aluminum alloy circular tube under repeated impacts and the influence rule of characteristic parameters on the transformation of failure mode were studied. The research results show that the energy absorption characteristics of aluminum alloy circular tube under repeated impacts such as load displacement curve, specific energy absorption and average load are closely related to the wrinkle formation process of the circular tube. In addition, ABAQUS software was used to simulate the failure process of aluminum alloy circular tube, and the influence rule of diameter thickness ratio and height diameter ratio of aluminum alloy circular tube on the transformation of failure modes under repeated impacts was studied and summarized.
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    Dynamic Real-Time Transmission and Monitoring Technology of Vibration Compaction
    CAO Yuanwen,1 LIU Chunsheng1, LI Shenglian2, YANG Qinghua2, BAI Liping3
    2020, 39(06): 136-142.  DOI: 10.3969/j.issn.1674-0696.2020.06.21
    Abstract ( )   PDF (3468KB) ( )  
    Combined with the 4G technology, a vibration compaction dynamic monitoring system was developed based on the LabVIEW platform with the functions of real-time wireless transmission, real-time display and determining whether the compactness was qualified. In Yuchu expressway of Yunnan province, the project was measured. Through comparing the field construction monitoring interface with the remote monitoring interface, it was verified that the dynamic monitoring system performed well in the aspects of difference, accuracy and applicability of transmission results. The research results show that: the system developed by 4G technology belongs to a new compactness detection method, which solves the problem that the compactness of the road cannot be detected in time and comprehensively, and overcomes the shortcomings of the traditional compactness detection method. The proposed dynamic monitoring system of vibration compaction has reference value for guiding road construction.
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