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Rock and Soil Mechanics
1000-7598
1998 Issue 4
Non-liner Large-deformation Numerical Analysis of Deformation and Stress of Navigation Lock and High Steep Slopes at Three-Gorges Project
Cheng Hua Sun Jun
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page:1-7
Fissure Model of Rockmass and Its Application in Seepage Analyses
Yang Mijia;He Yongnian
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page:8-13
The Characteristics of Grain Slide and Pore Fractal Dimension Variation of Coral Sandy Soil in Loading Process
Zhang Meiying;Yuan Jianxin;Yang Yuwen Zeng Libo
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page:14-18
A Reinforcement Model of Damaged Cylindrical Bolt Element for Jointed Rockmass and Its Application
Zhang Qiangyong;Zhu Weishen;Chen Feng
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page:19-24
Time Dependent Analysis and Stiffness Calculation of Ground Model in Rheological Soft-clay
Cao Wenhua
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page:25-30
Study on the Ability of Water-resistance of Seam Floor and Its Influence Factors
Zhang Wenquan;Liu Weitao;Zhang Hongri Zhang Mingbo
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page:31-35
Stability Analyzing for Interlock/Grip Rock Block Structure in Rock Mechanics
Wu Hongci;Zhang Xiaobin;Bao Tai;Hu Xing;Wu Qingfeng
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page:36-40+76
The Whole Process Analysis of the Damage of Structural Earth
Jian Hao;Gu Shuancheng
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page:41-45
Automatic Generation of Unstructured Hexahedron Mesh for 3D Complicated Domain
Chen Shangfa;Chen Shenghong Cao Xinhong
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page:46-51
The Influence of Claystone Properties in Coal Mine on the Stability of a Tunnel
Cui Longpeng;Zhu Guowei
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page:52-56
A Study on the Influence of Material Damping of Pile on Dynamic Testing
Wang Kuihua
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page:57-62
Study on Neural Networks Method of Deformation Prediction of Foundation Pit Based on Artificial
Sun Haitao;Wu Xian
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page:63-68
A New Formula to Predict Soil Parameters Based on Spatial Autocorrelation
Xiao Ming;Gong Xiaonan;Huang Cuanglong
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page:69-72
The Application of Grouting to the Seepage Prevention Treatment in Linao Reservoir
Lai Yuxiu Xu Yangqing
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page:73-76
The Determination of Rock Material Deformation Under Uniaxial Compression by Digital Moire Method
Zhang Guo;Zhao Wen;Lin Yunmei
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page:77-83
Anti-interference Treatment of Pile Dynamic Tester in Blasting Vibration Measurement
Tang Xinjian
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page:84-89