1000-6915
2008 Issue 2
..............page:插1
..............page:250,353,Ⅰ,Ⅱ
EXPERIMENTAL STUDY ON PRECURSORY INFORMATION OF DEFORMATIONS OF COAL-ROCK COMPOSITE SAMPLES BEFORE FAILURE
ZHAO Yixin;JIANG Yaodong;ZHU Jie;SUN Guanzhe
ZHAO Yixin;JIANG Yaodong;ZHU Jie;SUN Guanzhe
..............page:339-346
STUDY ON ACCUMULATIVE PLASTIC STRAIN MODEL OF SOFT CLAY UNDER CYCLIC LOADING
WANG Jun;CAI Yuanqiang
WANG Jun;CAI Yuanqiang
..............page:331-338
UNDERGROUND GOAF RISK EVALUATION BASED ON UNCERTAINTY MEASUREMENT THEORY
GONG Fengqiang;LI Xibing;DONG Longjun;LIU Xiling
GONG Fengqiang;LI Xibing;DONG Longjun;LIU Xiling
..............page:323-330
STUDY ON DISCRIMINANT CLASSIFICATION METHOD FOR GROUND FORMATION IN IDENTIFICATION OF GEOTECHNICAL ENGINEERING INTERFACES
TAN Zhuoying;WANG Sijing;CAI Meifeng
TAN Zhuoying;WANG Sijing;CAI Meifeng
..............page:316-322
ANALYSIS OF TREATMENT SCHEME FOR SOFT FOUNDATION IN EXPRESSWAY WIDENING PROJECT AND ITS VERIFICATION
LIU Guanshi;KONG Lingwei;LI Xiongwei;DING Feng;GU Jianwu
LIU Guanshi;KONG Lingwei;LI Xiongwei;DING Feng;GU Jianwu
..............page:309-315
DISCUSSION ON MACAO PILE FOUNDATION CODE
YU Qingquan;GONG Weiming;XUE Guoya;LIANG Shuting
YU Qingquan;GONG Weiming;XUE Guoya;LIANG Shuting
..............page:303-308
ANALYSIS OF MESOMECHANICAL TEST OF ROCK SALT CONSIDERING COUPLED STRESS-DISSOLVING EFFECTS UNDER UNIAXIAL COMPRESSION
TANG Yanchun;ZHOU Hui;FENG Xiating;YAO Huayan
TANG Yanchun;ZHOU Hui;FENG Xiating;YAO Huayan
..............page:294-302
CENTRIFUGAL TEST ON REINFORCED EMBANKMENT WITH LIME-STABILIZED SOIL AS BACKFILL ON SOFT CLAY
CHEN Jianfeng;YU Songbo;YE Tiefeng;SHI Zhenming
CHEN Jianfeng;YU Songbo;YE Tiefeng;SHI Zhenming
..............page:287-293
CALCULATION AND DISCUSSION ON CRITICAL COLLAPSE DISTANCE OF TUNNEL UNDER PENETRATION WEAPON EXPLOSION
JIN Fengnian;ZHOU Jiannan;WANG Bin;SHI Lei;JIA Jingang
JIN Fengnian;ZHOU Jiannan;WANG Bin;SHI Lei;JIA Jingang
..............page:281-286
ANALYSIS OF PLASTIC DEFORMATION AND ENERGY PROPERTY OF MARBLE UNDER PSEUDO-TRIAXIAL COMPRESSION
SU Chengdong;ZHANG Zhenhua
SU Chengdong;ZHANG Zhenhua
..............page:273-280
RESEARCH ON HOMOGENIZATION-BASED MESOMECHANICAL DAMAGE MODEL AND ITS APPLICATION
ZHU Qizhi;HU Dawei;ZHOU Hui;XIE Shouyi;SHAO Jianfu
ZHU Qizhi;HU Dawei;ZHOU Hui;XIE Shouyi;SHAO Jianfu
..............page:266-272
STUDY ON RELATIONSHIP BETWEEN CONVERGENCE LOSS AND LONGITUDINAL DEFORMATION CURVE IN TUNNEL EXCAVATION BY USING THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS
LEE Yulin;LIN Mingyi;HSU Wenkuei
LEE Yulin;LIN Mingyi;HSU Wenkuei
..............page:258-265
..............page:251-257
DYNAMIC CAUSTICS EXPERIMENT ON CRACK PROPAGATION OF JOINTED MEDIUM FRACTURE WITH CONTROLLED BLASTING
YANG Renshu;YUE Zhongwen;XIAO Tongshe;DONG Jucai;YANG Liyun
YANG Renshu;YUE Zhongwen;XIAO Tongshe;DONG Jucai;YANG Liyun
..............page:244-250
EXPERIMENTAL STUDY ON PERMEABILITY IN LOW PERMEABILITY MEDIA
CHEN Weizhong;YANG Jianping;WU Guojun;TAN Xianjun;JIA Shanpo;DAI Yonghao;YU Hongdan
CHEN Weizhong;YANG Jianping;WU Guojun;TAN Xianjun;JIA Shanpo;DAI Yonghao;YU Hongdan
..............page:236-243
..............page:217-235
COMPARISON OF ENERGY DISSIPATION ANALYTICAL METHODS FOR CAVITY EXPANSION CONSIDERING LARGE DEFORMATION AND VOLUMETRIC CHANGE IN SAND SOIL UNDER HIGH STRESSES
ZOU Jinfeng;LUO Qiang;LI Liang;YANG Xiaoli;ZHAO Lianheng;DAN Hancheng
ZOU Jinfeng;LUO Qiang;LI Liang;YANG Xiaoli;ZHAO Lianheng;DAN Hancheng
..............page:426-432
STUDY ON EFFECTIVE STRESS AND DYNAMIC CONSTITUTIVE MODEL OF PHYSICAL STATE AND APPLICATION TO SATURATED SANDY SOILS
LI Hongru;GUO Zengyu;CHEN Cunli;XIE Dingyi
LI Hongru;GUO Zengyu;CHEN Cunli;XIE Dingyi
..............page:418-425
ANALYSIS OF STRESS AND DEFORMATION OF PRESTRESSED ANCHOR CABLE COMPOSITE SOIL NAILING
TANG Liansheng;SONG Mingjian;LIAO Huarong;WU Zhongcheng;XU Tong
TANG Liansheng;SONG Mingjian;LIAO Huarong;WU Zhongcheng;XU Tong
..............page:410-417
COUPLING ANALYSIS METHOD FOR ELASTOPLASTIC CONSOLIDATION OF CLAY CONSIDERING STRESS PATHS
CHENG Tao;WANG Jingtao;YAN Keqin;LI Guocheng
CHENG Tao;WANG Jingtao;YAN Keqin;LI Guocheng
..............page:403-409
ANALYSIS OF DYNAMIC ABRASION OF SHIELD CUTTERS IN SANDY COBBLE STRATUM
ZHANG Mingfu;YUAN Dajun;HUANG Qingfei;HUANG Changbo;ZHANG Feng
ZHANG Mingfu;YUAN Dajun;HUANG Qingfei;HUANG Changbo;ZHANG Feng
..............page:397-402
EXPERIMENTAL STUDY ON MIXTURE RATIOS OF GROUTING MATERIAL FOR IMPROVEMENT OF PULL-OUT BEHAVIORS OF ROCK CABLES
RAO Xiaoyu;TANG Shuming;ZHANG Yongxing;LUO Bin;LI Jian
RAO Xiaoyu;TANG Shuming;ZHANG Yongxing;LUO Bin;LI Jian
..............page:390-396
TRIAXIAL SHEAR PROPERTIES OF UNDISTURBED LOESS Q2
FANG Xiangwei;CHEN Zhenghan;SHEN Chunni;WANG Hewen;LIU Houjian
FANG Xiangwei;CHEN Zhenghan;SHEN Chunni;WANG Hewen;LIU Houjian
..............page:383-389
NUMERICAL ANALYSIS OF SOIL SLOPE STABILITY CONSIDERING TENSION AND SHEAR FAILURES
DAI Zihang;LIU Zhiwei;LIU Chengyu;HE Manchao
DAI Zihang;LIU Zhiwei;LIU Chengyu;HE Manchao
..............page:375-382
CENTRIFUGAL MODEL TEST ON DYNAMICAL CHARACTERISTICS OF LANDSLIPS OF LOOSE SLOPE UNDER SEISMIC LOADING
YANG Qinghua;YAO Lingkan;REN Ziming;GAO Zhaoning
YANG Qinghua;YAO Lingkan;REN Ziming;GAO Zhaoning
..............page:368-374
EQUIVALENT VERTICAL DYNAMIC STIFFNESS FOR EMBEDDED RIGID CYLINDRICAL FOUNDATION IN SATURATED SOIL
CAI Yuanqiang;HU Xiuqing
CAI Yuanqiang;HU Xiuqing
..............page:361-367
IN-SITU TEST ON STRESS CHARACTERISTICS OF COMPOSITE FOUNDATION WITH SPARSE T-SHAPED RIGID PILES UNDER WIDENING EMBANKMENT
GAO Chenglei;LING Jianming;DU Hao;QIU Xin;YANG Ge
GAO Chenglei;LING Jianming;DU Hao;QIU Xin;YANG Ge
..............page:354-360
HISTORICAL EARTHEN KILN REINFORCEMENT WITH MICRO-SOIL NAILING AND MINI-CHEMICAL GROUTING TECHNIQUES
CHAI Xinjun;QIAN Qihu;LUO Sihai;HAYASHI Shigenori
CHAI Xinjun;QIAN Qihu;LUO Sihai;HAYASHI Shigenori
..............page:347-353