1000-4548
2000 Issue 2
..............page:157,181,221,242,264-267
Volume-contraction in unloading of shear tests and reversible dilatation of soils
Li Guangxin;Guo Ruiping
Li Guangxin;Guo Ruiping
..............page:158-161
The modified model of pile-soil deformation calculation and variable rigidity design method for balance settlement
Liu Jinli;Chi Lingquan
Liu Jinli;Chi Lingquan
..............page:151-157
Probabilistic analysis and reliability assessment for foundation settlement
Liu Ning;Guo Zhichuan;Luo Boming
Liu Ning;Guo Zhichuan;Luo Boming
..............page:143-150
Closure
Pan Yishan;Song Yimin
Pan Yishan;Song Yimin
..............page:262-263
Discussions on "The study of plastic strain gradient and class Ⅱ behavior of rock"
Fan Hualin;Jin Fengnian;Pu Kuiyu
Fan Hualin;Jin Fengnian;Pu Kuiyu
..............page:261-262
The fuzzy evaluation and synthetic judgement method for rock socketed morbid pile
Luo Renan;Xin Yuangue;Huang Lizin
Luo Renan;Xin Yuangue;Huang Lizin
..............page:258-260
Study on the multi-steps reinforced earth retaining wall
Yang Guangqing;Cai Ying
Yang Guangqing;Cai Ying
..............page:254-257
Analysis of inner force and deformation of open cylindrical shell retaining structure in deep excavation
Wang Houyu;Zhu Keshao;Du Fei
Wang Houyu;Zhu Keshao;Du Fei
..............page:251-253
Analysis on geological defect and foundation type in the new urban area of Suqian City, Jiangsu Province
Zhu Yunhe;Zhou Guangru;Zhao Jianjun
Zhu Yunhe;Zhou Guangru;Zhao Jianjun
..............page:247-250
Research on grouted-in pile bottom with spherical(columnar) hole expansion theory considering material strain-softening
Zhang Zhongmiao;Bao Feng;Chen Yunmin
Zhang Zhongmiao;Bao Feng;Chen Yunmin
..............page:243-246
..............page:238-242
Laboratory tests on consolidated sand anchorage with prestressed bolt and analysis of anchorage mechanism
Chen Rong;Yang Shubin;Wu Xinsheng;Ge Xiurun;Feng Dingxiang
Chen Rong;Yang Shubin;Wu Xinsheng;Ge Xiurun;Feng Dingxiang
..............page:235-237
Numerical simulation on the propagation processes of mixed mode cracks in rock plates
Zhu Wancheng;Tang Chun'an
Zhu Wancheng;Tang Chun'an
..............page:231-234
Drivability analysis of steel pipe pile of offshore platform
Gong Weiming;Jiang Yongsheng;Mu Baogang;Qiu Hongxing
Gong Weiming;Jiang Yongsheng;Mu Baogang;Qiu Hongxing
..............page:227-230
Numerical analysis of large deformation impact and collision properties during dynamic compaction
Jiang Peng;Li Rongqiang;Kong Defang
Jiang Peng;Li Rongqiang;Kong Defang
..............page:222-226
Experimental study on vertical stress of surrounding rock with equivalent material model
Chai Jing;Wu Yongping;Hou Zhongjie;Su Puzheng
Chai Jing;Wu Yongping;Hou Zhongjie;Su Puzheng
..............page:218-221
Seepage prevention grouting in coalmine shaftwall and mechanism analysis
Sui Wanghua;Li Yongtao;Li Guantian;Wang Guoqing
Sui Wanghua;Li Yongtao;Li Guantian;Wang Guoqing
..............page:214-217
Test on strengthening soft soil with cementatory solidifying agent containing industrial waste
Xun Yong
Xun Yong
..............page:210-213
Monitoring change of structure of road foundation soil in uniaxial compression test with CT
Li Xiaojun;Zhang Dengliang
Li Xiaojun;Zhang Dengliang
..............page:205-209
Study on geosynthetic reinforced sand by triaxial compression test
Wu Jinghai;Wang Dequn;Chen Huan
Wu Jinghai;Wang Dequn;Chen Huan
..............page:199-204
A method to calculate the displacement of induction joint in the metro station
Liu Guobin;Li Wenyong
Liu Guobin;Li Wenyong
..............page:195-198
Design model for shield lining segments and distribution of load
Zhu Hehua;Cui Maoyu;Yang Jinsong
Zhu Hehua;Cui Maoyu;Yang Jinsong
..............page:190-194
An inverse analysis method for foundation parameters and its application based on viscoelastic foundation beam computation
Su Chao;Jiang Hongdao;Tan Enhui
Su Chao;Jiang Hongdao;Tan Enhui
..............page:186-189
Synthetic geology information system and its application in the shiplock slope engineering of a hydropower station
Liu Daan;Yang Zhifa;Ke Tianhe;Wang Jing;Liu Ying
Liu Daan;Yang Zhifa;Ke Tianhe;Wang Jing;Liu Ying
..............page:182-185
Approach to the strength behaviors and microstructural changes of loess under dynamic load
Hu Ruilin;C.F.Lee;Wang Sijing;Zhang Lizhong;Li Xiangquan
Hu Ruilin;C.F.Lee;Wang Sijing;Zhang Lizhong;Li Xiangquan
..............page:174-181
A simulating inversion method for an opening in discrete rock masses
Li Ning;Li Yonggang;Zhang Ping
Li Ning;Li Yonggang;Zhang Ping
..............page:170-173
Time-domain response of vertically loaded pile with soil models applied
Der-Wen Chang;Shannon Hsien-Heng Lee;Jin-Fwu Ou Yang
Der-Wen Chang;Shannon Hsien-Heng Lee;Jin-Fwu Ou Yang
..............page:162-169