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Ma Erman(Earthquake Research Institute of Lanzhou,SSB,China)  
Based on the extensive investigation of natural conditions and geological landforms、exploration of engineering geology and the reliable experiments of soil's mechanical function, the landslides'whole stability and the landslides' part stability were computed and appraised using Janbu method and bisection method search for slip face method.
【CateGory Index】: P56
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Chinese Journal Full-text Database 10 Hits
1 Luo Wenqiang Zhang Zhuoyuan Huang Runqiu( Institute of Engineering Geology,Chengdu University of Technology,Chengdu,610059 );RESEARCH ON STABILITY OF SLOPE SYSTEM IN RELIABILITY THEORY[J];GEOLOGICAL SCIENCE AND TECHNOLOGY INFORMATION;1999-02
2 Nan Jinsheng Liu Songyu① Xie Ruizheng(Institute of Earthquake Engineering for Jiangsu Province, Nanjing 210014)① (Geoscience Department of Nanjing University, Nanjing 210093);CHARACTERISTIC ANALYSIS OFLANDSLIDE AND COLLAPSE IN NANJING AREA ANDFORECAST FOR HAZARD ZONE OF EARTHQUAKE COLLAPSE[J];JOURNAL OF SEISMOLOGY;1998-02
3 Wang Laigui Zhang Mengtao (Institute of Engineering Machnics of Liaoning University of Technology, Fuxin 123000) Wang Yongjia (Northeast Univercity, Shenyang 11006) Huang Runqiu (Chengdu Institute of Technology, Chengdu 6;THE STUDY OF MECHANISM FOR DYNAMIC SLOPE SLIPPING BY VIBRATION IN BASE ROCK[J];JOURNAL OF ENGINEERING GEOLOGY;1997-02
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9 Wang Zhi-liang, Wang Yu-ging and Han Qing-yu (General Research Inst. of Building & Construction, MMI, Beijing);Visco-Elastoplastic Soil Model for Irregular Shear Cyclic Dynamic Loadings[J];Chinese Jounal of Geotechnical Engineering;1980-03
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