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《Technology of Highway and Transport》 2012-03
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Analysis for Characteristics of Buckling Deformation of Slopes on Expansive Soil Roadbed

CHEN Gang  
This paper adopts analysis software FLAC based on finite difference method to consider changes of moisture field in constitutive model of slope soil,and studies characteristics of buckling deformation of slopes on expansive soil roadbed by analyzing influences of changes of moisture field on deformation parameters and strength parameters of soil and distribution rules so as to provide effective methods and ways for analysis of stability of such slopes in the state of rain season.
【CateGory Index】: U416.14
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【Citations】
Chinese Journal Full-text Database 5 Hits
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【Co-citations】
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1 ZHANG Yan1,FEI Shi-jinag2(1.School of Resources and Civil Engineering,University of Science and Technology Liaoning,Anshan 114051,China;2.Anshan Road Survey Desighn Institute Limited Company,Anshan 114004,China);FLAC simulation of settlements and deformation of high embankment in construction period[J];Journal of University of Science and Technology Liaoning;2010-03
2 JING Hua-qing(Water Survey and Designing Institute of Chuzhou,Chuzhou 239000,China);On the cause of landslide of trunk canal in Xiaobahu Irrigation Area and corresponding improvement measure[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2005-04
3 XIONG Guang-chi~1,RUAN Yong-fen~1,YANG Jing~2(1.Department of Civil Engineering,School of Architecture,Kunming University of Science and Technology,Kunming 650224 China;2.Kunming Institute of Survey,Design and Research,Chinese Nonferrous Metal Insitate,Kunming 650051,China);Analysis on Relation between Rainfall and Slope Stability[J];;2005-S1
4 HU Zeng-hui1,2,LI Xiao-zhao1,ZHAO Xiao-bao1,XIAO Lin1,WU Wei1(1.Department of Earth Sciences,Nanjing University,Nanjing 210093,China;2.Ningbo Urban Rail Transit Project Construction Headquarters,Ningbo 315010,China);Analysis and Prediction of the Temperature Distribution Around Tunnels[J];Chinese Journal of Underground Space and Engineering;2009-05
5 CHEN Ping~1,CONG Wei-qing~21.Hunan Institute of Geo-Environment Monitoring,Changsha 410007,China;2.School of Earth and Space Sciences,Peking University,Beijing 100871,China;Construction of the geological hazard meteorological warning system in Hunan Province supported by GIS[J];Journal of Chengdu University of Technology(Science & Technology Edition);2006-05
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7 WEI Bing-xu (School of Traffic & Transportation Engineering,Changsha University of Science & Technology,Changsha 410004,Hunan,China);Numerical Simulation of the Stability of Expansive Soils Embankment Reinforced by Geogrid[J];Journal of Chongqing Jiaotong University(Natural Science);2011-06
8 YANG Heping1, QU Yongxin2, ZHENG Jianlong1, LIU Longwu1(1.Changsha Communications University, Changsha 410076;China; 2.Institute of Geology and Geophysics, Chinese Academy of Sciences, BeiJing 100029,China);The Engineering Geological Problems of Expansive Soil in Western Highway Construction[J];Journal of Changsha Communications University;2003-01
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10 CHENG Xin-xing,QI Chang-jun,ZHAO Xing-wei(Machine-building Industry Survey and Design Institute,Xi'an,Shaanxi 710043,China);Research and Analysis on Application of Reinforced Earth Retaining Wall in Expansive Soil Area[J];Journal of Water Resources and Architectural Engineering;2010-04
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1 ZHENG Shao-he~1,YAO Hai-lin~2,GE Xiu-run~2 (1.Shanghai Research Institute of Building Sciences,Shanghai 200032,China; 2.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071,China);Analysis of saturated and unsaturated seepage of cracked expansive soil[A];[C];2007
2 YE Tianli~①LU Xiaobing~①CUI Peng~②(①Laboratory for Hydraulic and Ocean Engineering,Institute of Mechanics,Chinese Academy of Sciences,Beijing 100190) (②Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu 100190);NUMERICAL STUDY ON RESPONSES OF SLOPES UNDER RAINFALL[A];[C];2011
3 Wu Haizhen, GuChongshi, Zhang Wenjie, Fu Qionghua (College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, 210098, China; Jiangxi Water Conservancy Scientific Research Institute, Nanchang 330029, China);Rock Slope Stability During Rainfall Process Under Saturated and Unsaturated Seepage[A];[C];2006
4 Huang Wensheng, Yan Wenqun (College of Hydraulic Engineering, Yangzhou University, Yangzhou, 225009 );Research of the Earth Dams' Seepage Field and Slope Stability Based on the Rain Infiltration[A];[C];2006
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【Secondary Citations】
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1 Xu Shaoli;Discussions on the vadose water[J];Hydrogeology and Engineering Geology;1993-02
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