Evaluation Methodology of Moist Content in Embankment Based on High Density Electrical Resistivity Testing

doi:10.3969/j.issn.1674-0696.2012.06.16

Journal of Chongqing Jiaotong University(Natural Science) ›› 2012, Vol. 31 ›› Issue (6): 1162-1164.DOI: 10.3969/j.issn.1674-0696.2012.06.16

Previous Articles Next Articles

Evaluation Methodology of Moist Content in Embankment Based on High Density Electrical Resistivity Testing

Liu Yunlai¹，Wang Kui²，Zhou Junping¹

1. Ganzhou Highway Co. ，Ltd. ，Ganzhou 343000，Jiangxi，China; 2. School of River ＆ Ocean Engineering，Chongqing Jiaotong University，Chongqing 400074，China

Received:2012-02-22 Revised:2012-06-28 Online:2012-12-15 Published:2014-10-31

基于高密度电阻率测试的路基含水量评价方法

刘运来¹，汪魁²，周军平¹

1. 赣州高速公路有限责任公司，江西赣州343000; 2. 重庆交通大学河海学院，重庆400074

作者简介:刘运来(1969—)，男，江西永丰人，高级工程师，主要从事于高速公路建设的施工和管理工作。E-mail:285580984@qq.com。
基金资助:
江西省交通运输厅科技项目( 2010C002)

Abstract

Abstract: By the experimental study of the testing with high density resistivity method in the site of the highway embankment and the rating test of the resistivity in the laboratory，resistivity measurement is applied to the evaluation of the subgrade moisture content． And the high density resistivity method in the detection of subgrade compaction quality is also discussed．It is showed that the compaction quality of the embankment can be qualitatively judged to some extent by the method of high density resistivity，and the water content of the embankment can be reflected by the distribution of the electrical resistivity in the embankment sections．

Key words: embankment, moist content, electrical resistivity

摘要： 通过高速公路填方路基的现场电阻率测试试验和试验室击实试件电阻率测试试验，将电阻率测试应用于路基含水量的评价中，探讨了高密度电阻率法在路基压实质量检测中的应用。结果表明: 高密度电阻率法成像在一定程度上能够定性判断路基压实质量，路基断面的电阻率分布，能够反映路基内部含水情况。

关键词: 路基, 含水量, 电阻率

CLC Number:

U416.1 ⁺ 2

Liu Yunlai，Wang Kui，Zhou Junping. Evaluation Methodology of Moist Content in Embankment Based on High Density Electrical Resistivity Testing[J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(6): 1162-1164.

刘运来，汪魁，周军平. 基于高密度电阻率测试的路基含水量评价方法[J]. 重庆交通大学学报（自然科学版）, 2012, 31(6): 1162-1164.

References

［1］柴贺军，陈谦应，孔祥臣，等．土石混填路基修筑技术研究综述［J］．岩土力学，2004，25( 6) : 1005-1010．
Chai Hejun，Chen Qianying，Kong Xiangchen，et al． Overview ofsoil-stone high embankment construction study ［J］． Rock and SoilMechanics，2004，25( 6) : 1005-1010．
［2］邓小文，蔡迎春，郭成超．灌砂法检测高速公路路基压实度的几点体会［J］．路基工程，2007( 6) : 142-143．
Deng Xiaowen，Cai Yingchun，Guo Chengchao． Some experienceon sand cone method detection of highway subgrade compaction［J］． Subgrade Engineering，2007( 6) : 142-143．
［3］王北水． MC-3 型核子仪在公路检测中的若干影响因素及对应措施［J］．中南公路工程，2002， 27( 2) : 90-92．
Wang Beishui． Influencing factors and countermeasures of MC-3nuclear detector in road detection ［J］． Central South Highway Engineering，2002，27( 2) : 90-92．
［4］刘丽萍，折学森．山区土石料压实标准及其应用［J］．土木工程学报， 2006，39( 2) : 122-125．
Liu Liping，She Xuesen． Compaction standard and application ofearth-rock mixtures in mountain area ［J］． China Civil EngineeringJournal，2006，39( 2) : 122-125．
［5］ Zhao M J． Study on Rayleigh Wave Testing Method of the CompactDegree of Soil-Stone Embankment ［C］/ /Proceedings of the 4th InternationalConference on Land Slides，Slope Stability and the Safetyof Infra-Structures． Malaysia: CI-Premier，2004: 183-190．
［6］刘会勋，李青山，丁红岩．公路工程瞬态锤击检测技术［J］．中国公路学报， 2008， 21( 4) : 37-42．
Liu Huixun，Li Qingshan，Ding Hongyan． Transient hammer-impactingdetection technology of highway engineering ［J］． ChinaJournal of Highway and Transport，2008， 21( 4) : 37-42．
［7］张光保．高密度电法在复杂岩溶地区路基勘测中的应用［J］．工程地球物理学报， 2010，7( 3) : 344-347．
Zhang Guangbao． Application of high-density electrical technique tokarst roadbed in complex areas ［J］． Chinese Journal of EngineeringGeophysics，2010，7( 3) : 344-347．
［8］傅庆凯，师学明，李崴，等．高密度电阻率成像技术在既有线铁路路基病害探测中的应用［J］．工程地球物理学报，2011，8( 4) :438-512．
Fu Qingkai，Shi Xueming，Li Wei，et al． Application of high densityresistivity tomography to prospecting diseases of existing railwaybed［J］． Chinese Journal of Engineering Geophysics， 2011，8( 4) :438-512．
［9］赵明阶，何叶，荣耀，等．填方路基压实质量的电阻率成像诊断试验研究［J］．中国公路学报， 2011， 24( 3) : 16-21．
Zhao Mingjie，He Ye，Rong Yao，et al． Experimental study of electricalresistivity tomography in fill subgrade compaction qualitydiagnosis ［J］． China Journal of Highway and Transport，2011，24( 3) : 16-21．
［10］赵明阶，李庚，黄卫东，等．多项土石复合介质电阻率特性的试验研究［J］．重庆交通大学学报: 自然科学版， 2010，29( 6) : 928-933．
Zhao Mingjie，Li Geng，Huang Weidong，et al． Experiment on electricalresistivity properties of poly-phase soil-stone mediums［J］．Journal of Chongqing Jiaotong University: Natural Science，2010，29( 6) : 928-933．

[1]	HE Ye1,2, ZHAO Mingjie1, WANG Kui1, JI Yuehui1. Performance of Alternate Vacuum Saturation and Drying Cycles of Sandstone Based on Electrical Resistivity Test [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(09): 127-131.
[2]	DING Liemei1, GUO Chaoxiang2. Time-Dependent Behavior of Geosynthetic-Reinforced and Pile-Supported Embankment of the Soil with Medium-Low Compressibility [J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(5): 40-44.
[3]	ZHU Fenqing, CHEN Qun. Bearing Capacity Analysis on Soft Foundation of High Embankment [J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1): 70-75.
[4]	Cai Dongjun, Xie Wen. Analysis of Major Factors Affecting CFG Piles Treating Soft Foundation in Mountain Highway [J]. Journal of Chongqing Jiaotong University(Natural Science), 2015, 34(2): 33-38.
[5]	Wang Teng, Chen Liang, Zhu Hongzhou, Miao Cunque. Deformation Law Analysis and Safety State Evaluation of Embankment on Broken Line Subgrade [J]. Journal of Chongqing Jiaotong University(Natural Science), 2015, 34(1): 34-39.
[6]	Zhang Xiaolei , Hu Haiyan. Applicability of Fly-Ash for High Embankment in Widening Engineedng [J]. Journal of Chongqing Jiaotong University(Natural Science), 2014, 33(2): 58-62.
[7]	Wang Kui, Zhao Mingjie. Characteristics and Application of Electrical Resistivity of Soil-Stone Composite Medium [J]. Journal of Chongqing Jiaotong University(Natural Science), 2014, 33(2): 90-94.
[8]	Cui Xuechang，Zhang Jiangtao，Zheng Wen. Spatial Analysis on Mechanical Behavior of Half-Bridge and Slope Base Composite Embankment Structures [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1115-1118.
[9]	GengJianyu ， JiangXin ， Qiu Yanjun. Dynamic Simulation of Expressway Embankment Widening of Soft Ground Treated by Pile-Net Structure [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1179-1185.
[10]	Cui Xuechang，Zhang Jiangtao，Zheng Wen. Spatial Analysis on Mechanical Behavior of Half-Bridge and Slope Base Composite Embankment Structures [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1115-1118.
[11]	GengJianyu ， JiangXin ， Qiu Yanjun. Dynamic Simulation of Expressway Embankment Widening of Soft Ground Treated by Pile-Net Structure [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1179-1185.
[12]	Zhu Genqiao，Zhu Xiaoxia，Li Xia. Compaction Key Technology of Thick Layer and Large Diameter Ｒock-Filling Embankment [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(4): 677-680.
[13]	Zhou Junping,Wang Kui,Liu Yunlai. Application of Surface Wave Exploration Method in Quality Detection of Filling Embankment Compaction [J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(1): 50-53.
[14]	Yang Wei,Wang Chang-xian. Finite Element Analysis of Reinforced Embankment Based on PLAXIS [J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(3): 402-405.
[15]	Qi Yong-zheng,Liu Xiang-dong,Lv Jia,Lu Li-na. Culvert Model Design and Analysis Based on Centrifugal Model Test [J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(3): 406-410.

Evaluation Methodology of Moist Content in Embankment Based on High Density Electrical Resistivity Testing

基于高密度电阻率测试的路基含水量评价方法

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics