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《Building Construction》 2012-03
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Study on Stability of Subgrade Slope with Lime-Improved Soil Based on Geo-Slope Software Analysis

【CateGory Index】: U416.14
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【Co-citations】
Chinese Journal Full-text Database 7 Hits
1 ZHANG Hao,SHI Minglei,ZHANG Ruikun(Southeast University,Nanjing Jiangsu 210096,China);Analysis on Load Action Effect of Subgrade in Pile Supported Lime-soil Embankment[J];Journal of Highway and Transportation Research and Development;2011-06
2 Chen Bao,Li Yonggang(Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Influencing Factors on Dynamic Elastic Modulus of Lime Soil for Subgrade[J];Chinese Journal of Underground Space and Engineering;2011-S1
3 Zhang Yigui,Wang Baotian2,3(1.Transportation Bureau of Huaian City,Huaian 223001,Chian;2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;3.Geotechnical Research Institute,Hohai University,Nanjing 210098,China);Experimental Study on the Lime Stabilized High Water Content Clay Soil as Filling Material of Highway Embankment[J];Modern Transportation Technology;2010-04
4 Tian Jianping1,Hu Ping2(1.Institute of Geotechnical Engineering,Industrial College,Fujian University of Technology,Fuzhou 350007,China;2.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China);Comparison between quicklime and slaked lime in improving argillaceous siltstone[J];Journal of Fujian University of Technology;2008-06
5 Wang Yu,Wu Yi-bao;The stability calculation of the defomation slope in th left bank of Danshuipiehong canal and evaluation[J];Jilin Water Resources;2011-09
6 Hu Ping1,Wang Yonghe1,Qing Qixiang2(1.College of Civil Engineering and Architecture,Central South University,Changsha 410075,China;2.College of Mechanical Engineering and Automobile,Hunan University,Changsha 410082,China);Study on Indoor Tests of the Characteristics of Modified Weathered Soft Rock[J];Journal of Hunan University of Technology;2007-02
7 FU Yiqiang(Hunan Province Communications Construction Engineering Supervision Co.,Ltd,Changsha,Hunan 410015,China);Analysis of Slope Safety Factor by Strength Reduction Method[J];Highway Engineering;2011-04
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
2 Huang Xiaoming Deng Xuejun Transportation Engineering Institute, Southeast University, Nanjing;The Mechanical Analysis of Plate on Visco-Elastic Winkler Foundation under Moving Load[J];Journal of Chongqing Jiaotong University;1990-02
3 Zeng Yangsheng; Zhang Peizhi;Gu Qi (Civil Engineering Department);Dynamic Properties of Lime-expansive Soil[J];;1992-03
4 Lin Feng\ Huang Runqiu (Chengdu University of Technology,Chengdu\ 610059);A STUDY ON THE LIMIT EQUILIBRIUM METHOD FOR SLOPE STABILITY ANALYSIS[J];JOURNAL OF GEOLOGICAL HAZARDS AND ENVERONMENT PRESERVATION;1997-04
5 SHU Shan-zhi ① ZHANG Lin ② (① Changchun University of Science and Technology, Changchun 130026;② Maanshan Institute of Mining Research, Maanshan 243004);NUMERICAL ANALYSES OF SLOPE DEFORMATION OF AN OPEN PIT UNDER COMPLICATED MINING CONDITIONS[J];JOURNAL OF ENGINEERING GEOLOGY;2000-02
6 Shen Zhu-jiang, (Nanjing Hydraulic Research Institute);A STRESS-STRAIN MODEL FOR SOILS WITH THREE YIELD SURFACES[J];Acta Mechanica Solida Sinica;1984-02
7 Liu Chunyuan; Dou Yuanming; Rong Xian; Liang Ruilin;Experiment Research on Filling Super Highway Bed with High Liquid Clay[J];JOURNAL OF HEBEI UNIVERSITY OF TECHNOLOGY;1999-04
8 Xu Jinyu(The Air Force College of Engineering,Xi′an,710038,P.R. China );FEM Analysis of the Dynamic Coupling system Consists of Aircraft,Pavement and SoiI[J];;1994-01
9 Bai Bing; Zhou Jian(Department of Geotechnical Engineering,Tongji University,Shanghai 200092);The Secondary Consolidation Deformation of Soft Clay After Impact Loading[J];JOURNAL OF WUHAN TRANSPORTATION UNIVERSITY;1999-06
10 Zhu Lujuan\+1\ Gu Zhaoqi\+2\ Zheng Rongming\+3\ Peng Shouzhuo ( 1Chinese Geo-Engineering Corporation,Beijing\ 100080) ( 2TsingHua University, Beijing\ 100084)( 3 The Hong Kong Polytechnic University);Uniform formulation for 2D slope stability analysis[J];Journal of Hydroelectric Engineering;2002-03
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