Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Technology of Highway and Transport》 2012-03
Add to Favorite Get Latest Update

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
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 5 Hits
1 Liu Zude Kong Guanrui;Analysis on Canal Slope Excavated in Expansive soil by FEM[J];Journal of Wuhan University of Hydraulic and Electric Engineering;1993-03
2 YAO Hai lin 1,2 ,ZHENG Shao he 2,CHEN Shou yi 1 (1.Institute of Rock and Soil Mechanics, the Chinese Academy of Sciences, Wuhan 430071, China;2.Institute of Architecture Engineering ,Shanghai Jiaotong University,Shanghai 200030,China );Analysis on the slope stability of expansive soils considering cracks and infiltration of rain[J];Chinese Jounal of Geotechnical Engineering;2001-05
3 Chen Shouyi(Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071);A Method of Stability Analysis Taken Effects of Infiltration and Evaporation into Consideration for Soil Slopes[J];ROCK AND SOIL MECHANICS;1997-02
4 WANG Zhi-wei, WANG Geng-sun (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China);FLAC simulation for progressive failure of fissured clay slope[J];Rock and Soil Mechanics;2005-10
5 QIN Lu-sheng,ZHENG Jian-long (Department of Highway and Bridge Engineering, Changsha Communications University, Changsha 410076, China);Analysis of surficial failure mechanism of expansive soil slopes with FEM[J];China Journal of Highway and Transport;2001-01
Chinese Journal Full-text Database 10 Hits
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
6 CHENG Zhan-lin,LI Qing-yun,GUO Xi-ling,GONG Bi-wei(Yangtze River Scientific Research Institute,Wuhan 430010,China);Study on the Stability of Expansive Soil Slope[J];Journal of Yangtze River Scientific Research Institute;2011-10
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
9 ZHOU Chuangbing,LI Dianqing(State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Advances in Rainfall-Induced Landslides Mechanism and Risk Mitigation[J];Advances in Earth Science;2009-05
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
China Proceedings of conference Full-text Database 6 Hits
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
5 WANG Ming-yuan~(1,2+),YANG hong~1,XU Han~1 (1.Key Lab of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan Hubei 430010,China; 2.Institute of Geotechnical Engineering,Zhejiang Univ,Hangzhou Zhejing 310027,China);Effect of Expansive Soil's Behavior on the Stability of Slope and the Analysis Method[A];[C];2008
6 XIONG Lei (Construction headquarters of three gorges Fanba highway,Yichang 443007,China);Analysis on stability of subgrade with hidden cavity under strong rainfall[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Xu Shaoli;Discussions on the vadose water[J];Hydrogeology and Engineering Geology;1993-02
2 Liu Zude Kong Guanrui;Analysis on Canal Slope Excavated in Expansive soil by FEM[J];Journal of Wuhan University of Hydraulic and Electric Engineering;1993-03
3 Lu Zhaojun Wu Xiaoming Sun Yuzhen Yin Wei (China Academy of Railway Sciences, Beijing 100081);The Role of Swelling Pressure in the Shear Strength Theory of Unsaturated Soils[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1997-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved