Chinese Journal of Rock Mechanics and Engineering 2013 Issue S1 INFLUENCE OF DIFFERENT PILE LENGTHS ON RIGID GRID-PILE REINFORCED SUBGRADE WITHOUT BEARING STRATUM PENETRATION

INFLUENCE OF DIFFERENT PILE LENGTHS ON RIGID GRID-PILE REINFORCED SUBGRADE WITHOUT BEARING STRATUM PENETRATION
MO Haihong1;HUANG Wenfeng1;2;FANG Yingguang1

..............page:2944-2950

INFLUENCE OF NUMBER OF GEOTECHNICAL SAMPLES ON SLOPE RELIABILITY ANALYSIS
WU Zhenjun;TANG Hua;WANG Shuilin;GE Xiurun

..............page:2846-2854

ANALYSIS OF TRENCH FACE STABILITY OF DIAPHRAGM WALL PANEL DURING SLURRY TRENCHING
DING Yongchun1;LI Guanghui1;CHENG Zekun1;WANG Jianhua2;CHEN Jinjian2

..............page:2704-2709

STUDY OF SHIELDING EFFECTS OF GAP IN PLASTIC ZONE ON BLASTING STRESS WAVE
LU Qiang;WANG Zhanjiang;MEN Chaoju;LI Jin;GUO Zhiyun;WEN Chao

..............page:2642-2649

RE-INVESTIGATING SAND LIQUEFACTION CASE HISTORIES FROM THE TANGSHAN EARTHQUAKE USING MULTI-FUNCTIONAL SEISMIC CONE PENETRATION TESTS
TONG Liyuan1;TU Qizhu2;LIU Songyu1;DU Guangyin1

..............page:2782-2791

THREE-DIMENSIONAL REPRESENTATION OF COAL?S MICROSTRUCTURE AND NUMERICAL ANALYSIS OF ITS PORE-PERMEABILITY SPATIAL-TEMPORAL EVOLUTION MODE
JIN Yi;SONG Huibo;PAN Jienan;ZHENG Junling;ZHU Yibo

..............page:2632-2641

EQUIVALENT PLASTIC PARAMETERS OPTIMIZATION RESEARCH ON CWFS FAILURE CRITERION MODEL OF BRITTLE HARD ROCK
MIAO Shengjun1;2;YANG Zhijun3;LONG Chao1;2;TAN Wenhui1;2

..............page:2600-2605

CALCULATION OF BEARING CAPACITY OF ROCK-SOCKETED PILE BASED ON ENHANCED EFFECT OF SKIN FRICTION
MENG Minghui1;2;XING Haofeng1;2;LIU Zhikui3;YE Guanbao1;2;HE Wenyong4

..............page:2925-2933

RESEARCH ON INFLUENCE OF THERMAL STRESS ON FRACTURED ROCK MASS STRENGTH
ZHANG Yan1;LI Ning1;YU Haiming2;XU Bin3

..............page:2660-2668

CASE STUDY OF RELIEVING A SLURRY SHIELD?S CUTTER HEAD FROM BEING TRAPPED IN SILTY SAND LAYERS
LIN Cungang1;2;WU Shiming3;4;ZHANG Zhongmiao1;2;LIU Guanshui4;DU Ying3;4;HU Minhua3;4

..............page:2897-2906

THREE-DIMENSIONAL ANALYSIS OF FAR-FIELD PASSIVE VIBRATION ISOLATION FOR ROW OF PILES IN LAYERED FOUNDATION
GAO Guangyun1;2;LI Jia1;2;LI Ning3;SONG Jian1;2;PENG Zhengguang4 Co.;Ltd.;Shanghai 200070;China)

..............page:2934-2943

MECHANISM AND ASSESSMENT METHODS FOR PLASTIC FLOW AND TENSILE CRACK-TYPE COLLAPSE
WANG Genlong1;2;WU Faquan2;QI Shengwen2;YU Guoqiang1;SU Tianming3

..............page:2863-2869

RESEARCH OF QUANTITATIVE RELATIONS OF MATRIC SUCTION WITH WATER CONTENT AND DRY DENSITY
ZHANG Pengcheng1;2;TANG Liansheng1;3;JIANG Liqun3;DENG Zhongwei3

..............page:2792-2797

EXPERIMENTAL STUDY OF CABLE ANCHORS FOR FLEXIBLE PROTECTION SYSTEMS
WANG Min1;SHI Shaoqing1;YANG Youkui2 Co.;Ltd.;Chengdu;Sichuan 611731;China)

..............page:2593-2599

MACRO AND MICRO ANALYSES OF EFFECTIVENESS BY VACUUM PRELOADING TREATMENT OF SOFT SOIL
MO Haihong1;2;WANG Jing1;2;LIN Yixi3

..............page:2692-2697

STUDY OF MODEL TEST FOR WATER PRESSURE DISTRIBUTION CHARACTER BEHIND DRAINAGE SEGMENT LINING
YAN Qixiang1;ZHANG Meng1;CHENG Xi2

..............page:2617-2623

NUMERICAL SIMULATION OF DIRECT SHEAR TESTS FOR ROCK AND SOIL MIXTURE IN A LANDSLIDE BASED ON BONDED-PARTICLE MODEL
ZHOU Jian1;2;ZHANG Luqing1;DAI Fuchu1;MIN Hong3

..............page:2650-2659

STUDY OF BEARING CAPACITY OF JOINED ROCK MASS FOUNDATION BASED ON GENERALIZED HOEK-BROWN NONLINEAR FAILURE CRITERION
SHI Lin1;2;ZHU Dayong1;2;SHEN Yinbin1;2

..............page:2764-2771

FORECAST AND ANALYSIS OF SURFACE SETTLEMENT OF METRO STATION CONSTRUCTED BY SHIELD TUNNEL EXPANDING
JIA Jian;SHI Jingshan;ZHOU Shunhua;WEI Kai

..............page:2883-2890

MONITORING MEASUREMENT AND NUMERICAL SIMULATION FOR DEEP FOUNDATION PIT OF SUBWAY STATION
LI Lei1;2;DUAN Baofu1;2

..............page:2684-2691

NUMERICAL ANALYSIS OF SUBWAY TUNNEL CONSTRUCTION PROCESS BASED ON EXCAVATION UNLOADING EFFECT
HOU Gongyu1;LIU Hongwei2;LI Jingjing1;GAO Renzhe1;WANG Qiang1;ZHANG Mengdi1

..............page:2915-2924

STATIC STUDY OF SEISMIC ACTIVE EARTH PRESSURE ON RETAINING WALLS CONSIDERING SOIL ARCHING EFFECT
HOU Jian1;2;XIA Tangdai1;2;CHEN Weiyun1;2;KONG Xiangbing1;2

..............page:2825-2832

ANALYSIS OF EXCAVATION MONITORING FOR DEEP FOUNDATION PIT IN XIAMEN WUCUN TUNNEL
PANG Tiezheng1;2;FANG Yongsheng3;QIN Weimin4

..............page:2751-2757

HYDRAULIC FRACTURE TENSILE INITIATION PRESSURE ANALYSIS FOR FRACTURED FORMATIONS
ZHAO Jinzhou;REN Lan;HU Yongquan;LI Nan

..............page:2855-2862

CALCULATION METHOD OF INNER FORCE AND DISPLACEMENT OF SOIL-NAILING WALL CONSIDERING DEFORMATION COORDINATION
WEI Huanwei1;HAN Xuemin2

..............page:2758-2763

NUMERICAL ANALYSIS OF SHIELD TUNNEL SETTLEMENT CONSIDERING CONSTRUCTION PROCESS
WANG Fei1;MIAO Linchang1;LI Chunlin1;2

..............page:2907-2914

LABORATORY MODEL TEST STUDY OF ELECTROCHEMICAL STABILIZATION IN SOFT SOIL
YU Fei1;WANG Xiaogang2;CHEN Shanxiong1;CHENG Changbing1

..............page:2716-2722

EXPERIMENTAL STUDY OF EVOLUTION MECHANISM AND SHEAR CHARACTERISTICS OF SLIP ZONE OF LARGE-SCALE LANDSLIDE
ZHANG Yu1;2;XU Weiya2;LI Deliang2

..............page:2606-2616

FUZZY RISK ANALYSIS FOR INFLUENCE OF DEEP FOUNDATION PIT EXCAVATION ON SURROUNDING ENVIRONMENT
ZHANG Chi1;HUANG Guanglong1;LI Juan2

..............page:2669-2675

RESEARCH OF AVALANCHE DISASTER NUMERICAL SIMULATION BASED ON GRANULAR DISCRETE ELEMENT METHOD OF HIGH-STEEP SLOPE UNDER SEISMIC LOADS
SHI Chong1;2;WANG Shengnian1;2;LIU Lin1;2

..............page:2798-2805

ANALYTICAL SOLUTIONS TO GROUND SETTLEMENT INDUCED BY MOVEMENT OF RIGID RETAINING WALL
QIAN Jiangu1;2;WANG Weiqi1;2

..............page:2698-2703

IN-SITU EXPERIMENTAL STUDY OF LOAD TRANSFER PROPERTIES OF THIN-WALL TUBULAR PILE IN TIDAL SOIL AREA
YE Qiang1;WANG Jun2;SUN Qi3;YANG Fang2;HU Xiuqing1

..............page:2951-2958

CAUSE STUDY OF LATERITE OVERLYING CARBONATE ROCKS
FU Bichang1;HUANG Ying1;FANG Liping1;WANG Kun2;JIN Kesheng1;LIU Peng1

..............page:2959-2967

EXPERIMENTAL STUDY OF NONLINEAR CREEP PROPERTY OF SOFT SOIL IN LITTORAL AREA
LEI Huayang1;2;JIA Yafang1;LI Xiao1

..............page:2806-2816

AN APPRAISEMENT FOR ZONING OF BLASTING COMPLIANCE OF ROCK BASED ON CLUSTERING ANALYSIS OF DECIDE WEIGHT COMPREHENSIVELY
ZHOU Nan;WANG Desheng;CHANG Jianping;WU Yingtian

..............page:2817-2824

SUMMARIES OF EXCAVATION ENGINEERING DEVELOPMENT HISTORY AND PRESENT IN SHENZHEN
YANG Zhiyin;FU Wenguang;WU Xujun;ZHANG Jun

..............page:2730-2745

ANALYSIS OF CURRENT GEOSTRESS STATE AND SEISMIC RISK IN SOUTHWEST SEGMENT OF LONGMENSHAN FRACTURE BELT
QIN Xianghui1;2;CHEN Qunce1;2;TAN Chengxuan1;2;AN Qimei3;WU Manlu1;2;FENG Chengjun2

..............page:2870-2876

APPLICATION OF ROPE MEASURING TO SOIL DEFORMATION MEASUREMENT AROUND THE FOUNDATION PIT
XUE Liying1;WANG Xindong2;YANG Bin1

..............page:2710-2715

MONITORING AND ANALYSIS OF SYNCHRONIZED EXCAVATION OF EXTRA LARGE-SCALE ADJACENT RIVERSIDE DEEP FOUNDATION PITS IN SOFT SOIL
XU Wei;XIA Qiaowang;XU Pengfei;WANG Jianfeng

..............page:2676-2683

RESEARCH ON POST-CONSTRUCTION SURFACE SETTLEMENT CAUSED BY SHIELD TUNNELING
WEI Gang1;ZHOU Yang2;WEI Xinjiang1

..............page:2891-2896

STUDY OF DISCONTINUITY DENSITY OF FRACTURED ROCK MASSES BASED ON FRACTAL THEORY
ZHOU Fujun;CHEN Jianping;NIU Cencen

..............page:2624-2631

APPLICATION OF FOUNDATION TREATMENT WITH VIBRO-REPLACEMENT STONE PILES TO YINPING HYDROPOWER STATION
LI Jinyuan

..............page:2968-2976

STUDY OF LIMIT SUPPORTING FORCE OF EXCAVATION FACE’S PASSIVE FAILURE OF SHIELD TUNNELS IN SAND STRATA
CHEN Renpeng1;2;QI Lizhi1;2;TANG Lujun1;2;ZHOU Baosheng3

..............page:2877-2882

COUPLED EFFECTS OF PARTICLE SIZE AND FLOW RATE ON CHARACTERISTICS OF PARTICLE TRANSPORTATION AND DEPOSITION IN POROUS MEDIA
CHEN Xingxin;BAI Bing;YU Tao;GUO Lanjie

..............page:2840-2845

RESEARCH ON CHARACTERISTICS OF DYNAMIC DEFORMATION MODULUS AND ITS CORRELATION WITH BEARING CAPACITY FOR TYPICAL SOIL IN HUAIBEI PLAIN
DAI Zhangjun;YU Fei;CHEN Shanxiong

..............page:2723-2729

A NEW PEAK SHEAR STRENGTH FORMULA FOR MATCHING IRREGULAR JOINTS BASED ON 3D MORPHOLOGY PARAMETERS
XIA Caichu1;2;3;TANG Zhicheng2;3;SONG Yinglong2;3

..............page:2833-2839

RESEARCH ON EXCESS STRESS CONSTITUTIVE MODEL OF ROCK UNDER IMPACT LOAD
XIE Lixiang1;2;ZHAO Guangming1;2;MENG Xiangrui1

..............page:2772-2781

TWO-STAGE ANALYSIS METHOD FOR BEHAVIOR OF ADJACENT PILES DUE TO FOUNDATION PIT EXCAVATION
ZHANG Aijun1;2;MO Haihong1;LI Aiguo3;GAO Wei3;XIANG Wei2

..............page:2746-2750