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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Rock and Soil Mechanics
1000-7598
2011 Issue 11
Field measurement and analysis of working properties of abutment pile in deep silt foundation
YUE Jian;LENG Wu-ming;NIE Ru-song;YANG Qi
..............page:3333-3340
Theoretical analysis of high stress criterion based on the Hoek-Brown criterion
WANG Cheng-hu;GUO Qi-liang;JIA Long
..............page:3325-3332
Stability evaluation and supporting scheme for deepening excavation of existing foundation pit
CAI Hai-bo;WU Shun-chuan;ZHOU Yu
..............page:3306-3311,3324
Experimental study of influence of matric suction on disintegration of unsaturated remolded loess
WANG Jing-e;XIANG Wei;BI Ren-neng
..............page:3258-3262
Experimental study of stress path of soft soils in influence range of foundation pit
CHEN Lin-jing;DAI Zi-hang;LIU Zhi-wei
..............page:3249-3257
Study of 3D finite element tetrahedral mesh automatic generation for complex regions
WU Huo-zhen;JIAO Yu-yong;LI Hai-bo;ZHANG Xiu-li
..............page:3479-3486
Three-dimensional numerical analysis of stability of large-scale landslide accumulation body
ZHANG Yu;XU Wei-ya;SHI Chong;WANG Ru-bin;SUN Huai-kun
..............page:3487-3496
Application of replacement method to preventing frost heave damage of geogrids
XING Shuang;SUZUKI Teruyuki;LI Yue-bing;HAO Dong-xue
..............page:3404-3408
Resistance network analog for one-dimensional consolidation of saturated soil
XIE Xin-yu;WANG Long;LIU Kai-fu
..............page:3455-3460
Testing study of long-term strength characteristics of red sandstone
SHEN Ming-rong;CHEN Hong-ju
..............page:3301-3305
Viscosity coefficient of structural soft clay
ZHANG Xian-wei;WANG Chang-ming
..............page:3276-3282
Three-point modified exponential curve method for predicting subgrade settlements
CHEN Shan-xiong;WANG Xing-yun;XU Xi-chang;YU Fei;QIN Shang-lin
..............page:3355-3360
Experimental study of reinforced effect of bolt in 3D surface fractured specimens under uniaxial compression
ZHANG Ning;LI Shu-cai;LI Ming-tian;L(U) Ai-zhong
..............page:3288-3294,3305
Study of incremental rheological model of coarse grained material for embankment
ZHU Sheng;WANG Yong-ming;XU Qian
..............page:3201-3206
Effective stress study of seismic residual deformations of caisson quay wall in liquefied foundation
WANG Li-yan;CHEN Xiang-xiang;LIU Han-long
..............page:3361-3367
Safety analysis and evaluation of piled raft foundation for Shanghai Center Tower
YUAN Ju-yun;KONG Juan;ZHAO Xi-hong;DONG Zhi-hua
..............page:3319-3324
Discussion of strength value for interlayer shear belt
JIANG Quan;FENG Xia-ting;ZHOU Hui;ZHAO Yang;XU Ding-ping;HUANG Ke;JIANG Ya-li
..............page:3379-3386
Effect of lateral artificial boundary on random seismic response of soil layer
CHEN Qing-jun;YANG Yong-sheng
..............page:3442-3447
Study of elastoplastic constitutive model of strongly weathered granite Part Ⅰ : Theoretical model and parameter inversion
CHEN Wei-zhong;CAO Jun-jie;YU Hong-dan;JIA Shan-po;CHEN Pei-shuai;LI Zhi-guo
..............page:3207-3211
Limit analysis of slope stability based on nonlinear failure criterion
ZHANG Ying-bin;LI Liang;ZHAO Lian-heng;YAO Hui;REN Dong-ya
..............page:3312-3318
Influence of earth berm on embedment depth of cantilever retaining structure for pit excavation
LI Shun-qun;ZHENG Gang;WANG Ying-hong
..............page:3427-3431,3436
Interface property between sand and reinforced geomembrane
GAO Jun-li;ZHANG Meng-xi;ZHANG Wen-jie
..............page:3225-3230
Numerical analysis of influence of rock mesostructure on its deformation and strength
YU Qing-lei;YANG Tian-hong;ZHENG Chao;TANG Chun-an;WANG Pei-tao
..............page:3468-3472
Research of 3D modeling and visualization for highway slopes based on GIS
CHEN Guo-liang;ZHANG Yong-hui;SHENG Qian;LIU Xiu-guo
..............page:3393-3398
Elastoplastic solution for interaction between slipping soil and adjacent piles
HU Jian-rong;WANG Jin-chang;ZHU Xiang-rong
..............page:3414-3419,3426
Empirical method for determining thawing volume compression coefficient of frozen soil
YANG Feng-xue;ZHANG Xi-fa;LENG Yi-fei;ZHAO Yi-min
..............page:3432-3436
Research on method for detecting integrity of grouted rock bolts
ZHANG Shi-ping;ZHANG Chang-suo;BAI Yun-long;HAN Shi-yong
..............page:3368-3372
Three-dimensional nonlinear analysis of seismic ground response of soft soils in Shanghai
CHEN Qing-sheng;GAO Guang-yun;HE Jun-feng
..............page:3461-3467
Analysis of sampling in rock mechanics test and compressive strength prediction methods
DENG Hua-feng;LI Jian-lin;DENG Cheng-jin;WANG Le-hua;LU Tao
..............page:3399-3403
Experimental study of strength property of slip zone soils
CHEN Xiao-ping;HUANG Jing-wu;YIN Sai-hua;ZHENG Jian-zhao
..............page:3212-3218
Nonstationary parameter fractional Burgers model of rock creep
KANG Yong-gang;ZHANG Xiu-e
..............page:3237-3241,3248
Stability and reinforcement analysis of rock and soil slope based on deformation reinforcement theory
LIU Yao-ru;HUANG Yue-qun;YANG Qiang;SONG Sheng-wu;FENG Xue-min
..............page:3349-3354
Analysis of displacement field and strain field of clay soil slopes under loading
WANG Wei;WANG Zhong-hua;XU Zhi-juan;CHEN Wei
..............page:3263-3268
Experimental investigation on influencing factors in soil resistivity measurement
ZHOU Mi;WANG Jian-guo;HUANG Song-bo;DOU Peng;ZHANG Li-qiang;YAO Wei
..............page:3269-3275
Analysis of influence of metro tunnel crossing angles on ground buildings
DING Zu-de;PENG Li-min;SHI Cheng-hua
..............page:3387-3392
Based on orthogonal design to optimize water sealed underground oil storage caverns
SONG Kun;YAN E-chuan;YANG Ju;JI Hui-bin
..............page:3503-3507
Mechanical response analysis of buried pipeline crossing mining subsidence area
WANG Xiao-lin;SHUAI Jian;ZHANG Jian-qiang
..............page:3373-3378,3386
Discussion of computational method of rock elastic modulus on in-situ direct shear test
CHEN Jian-sheng;CHEN Cong-xin;LU Zu-de;CHEN Wei-wei
..............page:3409-3413