1000-6915
2014 Issue 11
CLASSIFICATION OF FAILURE MODES AND CONTROLLING MEASURES FOR SURROUNDING ROCK OF LARGE-SCALE CAVERNS WITH HIGH GEOSTRESS
DONG Jiaxing;XU Guangli;LI Zhipeng;SONG Shengwu;ZHANG Shishu;XIAO Pingxi;ZHANG Fangtao;SHEN Yanjun;Faculty of Electric Power Engineering;Kunming University of Science and Technology;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;PowerChina Chengdu Engineering Corporation Limited;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;
DONG Jiaxing;XU Guangli;LI Zhipeng;SONG Shengwu;ZHANG Shishu;XIAO Pingxi;ZHANG Fangtao;SHEN Yanjun;Faculty of Electric Power Engineering;Kunming University of Science and Technology;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;PowerChina Chengdu Engineering Corporation Limited;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;
..............page:2161-2170
ATTENUATION OF VIBRATION FREQUENCY DURING PROPAGATION OF BLASTING SEISMIC WAVE
ZHOU Junru;LU Wenbo;ZHANG Le;CHEN Ming;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
ZHOU Junru;LU Wenbo;ZHANG Le;CHEN Ming;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:2171-2178
MESOSCOPIC DEFORMATION AND FRACTURE OF MARBLE AT UNDERGROUND POWERHOUSE OF JINPING I HYDROPOWER STATION
DING Xiuli;LU Quangang;HUANG Shuling;DUAN Haibo;CHENG Peng;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;China Nerin Engineering Co.;Ltd.;China Yangtze River Power Co.;Ltd.;
DING Xiuli;LU Quangang;HUANG Shuling;DUAN Haibo;CHENG Peng;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;China Nerin Engineering Co.;Ltd.;China Yangtze River Power Co.;Ltd.;
..............page:2179-2189
NONLINEAR FULL-RANGE ANALYSIS OF LOAD TRANSFER IN FIXED SEGMENT OF TENSILE ANCHORS
HUANG Minghua;ZHOU Zhi;OU Jinping;School of Civil Engineering;Harbin Institute of Technology;School of Civil Engineering;Dalian University of Technology;
HUANG Minghua;ZHOU Zhi;OU Jinping;School of Civil Engineering;Harbin Institute of Technology;School of Civil Engineering;Dalian University of Technology;
..............page:2190-2199
LABORATORY TEST AND MESOMECHANICAL ANALYSIS OF PERMEABILITY VARIATION OF BEISHAN GRANITE
HU Shaohua;CHEN Yifeng;ZHOU Chuangbing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
HU Shaohua;CHEN Yifeng;ZHOU Chuangbing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:2200-2209
INITIAL 3D GEOSTRESS FIELD RECOGNITION OF HIGH GEOSTRESS FIELD AT DEEP VALLEY REGION AND CONSIDERATIONS ON UNDERGROUND POWERHOUSE LAYOUT
HUANG Shuling;DING Xiuli;LIAO Chenggang;WU Aiqing;YIN Jianmin;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;PowerChina Chengdu Engineering Corporation Limited;
HUANG Shuling;DING Xiuli;LIAO Chenggang;WU Aiqing;YIN Jianmin;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;PowerChina Chengdu Engineering Corporation Limited;
..............page:2210-2224
CRITERION OF GLOBAL STABILITY OF HIGH ARCH DAM STRUCTURES BASED ON MODEL TEST AND EDFORMATION REINFORCEMENT THEORY
CHENG Li;LIU Yaoru;PAN Yuanwei;YANG Qiang;ZHOU Weiyuan;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;
CHENG Li;LIU Yaoru;PAN Yuanwei;YANG Qiang;ZHOU Weiyuan;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;
..............page:2225-2235
ANALYSIS OF INTERACTION OF OVERALL STABILITY OF WUDONGDE SUPER-HIGH ARCH DAM AND UNDERGROUND POWERHOUSE
LIN Peng;WANG Cheng;WENG Yonghong;CAO Quxiu;HU Qingyi;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;The Yangtze River Survey Planning Design Limited Liability Company;
LIN Peng;WANG Cheng;WENG Yonghong;CAO Quxiu;HU Qingyi;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;The Yangtze River Survey Planning Design Limited Liability Company;
..............page:2236-2246
MODEL TEST OF HIGHWAY TUNNEL CONSTRUCTION UNDER DOUBLE-DECK MINED-OUT AREA
FANG Yong;FU Yapeng;ZHOU Chaoyue;YANG Zhihao;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
FANG Yong;FU Yapeng;ZHOU Chaoyue;YANG Zhihao;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
..............page:2247-2257
RESEARCH ON SELECTION OF STEEL AND STEEL GRID FOR TUNNEL SUPPORT IN SOFT ROCK WITH HIGH GEOSTRESS
ZHANG Dehua;LIU Shihai;REN Shaoqiang;School of Civil Engineering;Beijing Jiaotong University;China Railway 20 th Bureau Group Co.;Ltd.;
ZHANG Dehua;LIU Shihai;REN Shaoqiang;School of Civil Engineering;Beijing Jiaotong University;China Railway 20 th Bureau Group Co.;Ltd.;
..............page:2258-2266
A CLASSIFICATION METHOD OF SURROUNDING ROCK MASS IN HYDROPOWER PROJECT IN HIGH GEOSTRESS AREA
SHEN Yanjun;XU Guangli;SONG Shengwu;LI Zhipeng;FENG Xuemin;DONG Jiaxing;College of Architecture and Civil Engineering;Xi’an University of Science and Technology;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;PowerChina Chengdu Engineering Corporation Limited;Faculty of Electric Power Engineering;Kunming University of Science and Technology;
SHEN Yanjun;XU Guangli;SONG Shengwu;LI Zhipeng;FENG Xuemin;DONG Jiaxing;College of Architecture and Civil Engineering;Xi’an University of Science and Technology;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;PowerChina Chengdu Engineering Corporation Limited;Faculty of Electric Power Engineering;Kunming University of Science and Technology;
..............page:2267-2275
STABILITY EVALUATION AND REINFORCEMENT OF UNLOADING FISSURES IN RIGHT BANK OF DAGANGSHAN HYDROPOWER STATION
LI Manlin;WEI Wei;ZHANG Ronggui;PowerChina Chengdu Engineering Corporation Limited;High Concrete Dam Affiliation;National Hydropower Technology Research and Development Center;
LI Manlin;WEI Wei;ZHANG Ronggui;PowerChina Chengdu Engineering Corporation Limited;High Concrete Dam Affiliation;National Hydropower Technology Research and Development Center;
..............page:2276-2282
BACK ANALYSIS OF STRUCTURAL LOADS AND DEFORMATION CHARACTERISTICS OF ERGUXI TUNNEL #1 AT SHIZIPING HYDROPOWER STATION
ZHANG Shishu;PEI Xiangjun;WEI Xiaojia;YU Ting;FENG Jianming;RAN Congyan;LI Changyou;State Key Laboratory of Hydraulics and Mountain River Development and Protection;Sichuan University;PowerChina Chengdu Engineering Corporation Limited;State Key Laboratory of Geohazard Prevention and Geoenironment Protection;Chengdu University of Technology;
ZHANG Shishu;PEI Xiangjun;WEI Xiaojia;YU Ting;FENG Jianming;RAN Congyan;LI Changyou;State Key Laboratory of Hydraulics and Mountain River Development and Protection;Sichuan University;PowerChina Chengdu Engineering Corporation Limited;State Key Laboratory of Geohazard Prevention and Geoenironment Protection;Chengdu University of Technology;
..............page:2283-2290
DEFORMATION AND FRACTURE OF SURROUNDING ROCK MASS OF UNDERGROUND CAVERNS AT HOUZIYAN HYDROPOWER STATION
LI Zhipeng;XU Guangli;DONG Jiaxing;LI Zhigang;WANG Jinsheng;CHEN Chunwen;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;Faculty of Electric Power Engineering;Kunming University of Science and Technology;PowerChina Chengdu Engineering Corporation Limited;
LI Zhipeng;XU Guangli;DONG Jiaxing;LI Zhigang;WANG Jinsheng;CHEN Chunwen;Engineering Research Center of Rock and Soil Drilling and Excavation and Protection of Ministry of Education;China University of Geosciences;Faculty of Electric Power Engineering;Kunming University of Science and Technology;PowerChina Chengdu Engineering Corporation Limited;
..............page:2291-2300
REAL-TIME SAFETY EVALUATION AND EARLY WARNING OF LARGE-SCALE UNDERGROUND CAVERN GROUP DURING CONSTRUCTION PERIOD BASED ON INTERNET OF THINGS
SA Wenqi;ZHANG Sherong;ZHANG Lianming;PowerChina Chengdu Engineering Corporation Limited;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
SA Wenqi;ZHANG Sherong;ZHANG Lianming;PowerChina Chengdu Engineering Corporation Limited;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:2301-2313
METHOD OF LAYOUT DESIGN BASED ON RATIO OF ROCK STRENGTH TO IN-SITU STRESS FOR LARGE UNDERGROUND CAVERNS
ZHANG Yong;XIAO Pingxi;CHENG Lijuan;PowerChina Chengdu Engineering Corporation Limited;Large-scale Underground Engineering Affiliation;National Hydropower Engineering Technology Research and Development Center;
ZHANG Yong;XIAO Pingxi;CHENG Lijuan;PowerChina Chengdu Engineering Corporation Limited;Large-scale Underground Engineering Affiliation;National Hydropower Engineering Technology Research and Development Center;
..............page:2314-2331
STATE-OF-ART ART OF BANK COLLAPSE PREDICTING OF RESERVOIR AND A BALANCED ALLUVIAL ACCUMULATION APPROACH
PENG Shixiong;PowerChina Chengdu Engineering Corporation Limited;
PENG Shixiong;PowerChina Chengdu Engineering Corporation Limited;
..............page:2332-2340
ANALYSIS AND EVALUATION SYSTEM OF RAPID MONITORING OF LARGE-SCALE UNDERGROUND CAVERN GROUP DURING CONSTRUCTION PERIOD IN SOUTHWEST CHINA
CAI Dewen;WANG Dikai;CHEN Xiaopeng;PowerChina Chengdu Engineering Corporation Limited;Large-scale Underground Engineering Affiliation;National Hydropower Technology Research and Development Center;
CAI Dewen;WANG Dikai;CHEN Xiaopeng;PowerChina Chengdu Engineering Corporation Limited;Large-scale Underground Engineering Affiliation;National Hydropower Technology Research and Development Center;
..............page:2341-2350
THREE-DIMENSIONAL BEARING CAPACITY OF RECTANGULAR FOOTING BASED ON MODIFICATION OF NORMAL STRESSES OVER SLIP SURFACE
SHEN Yinbin;ZHU Dayong;LU Kunlin;Institute of Architecture Design;Hefei University of Technology;Anhui Key Laboratory of Civil Engineering and Materials;Hefei University of Technology;School of Civil and Hydraulic Engineering;Hefei University of Technology;
SHEN Yinbin;ZHU Dayong;LU Kunlin;Institute of Architecture Design;Hefei University of Technology;Anhui Key Laboratory of Civil Engineering and Materials;Hefei University of Technology;School of Civil and Hydraulic Engineering;Hefei University of Technology;
..............page:2351-2359
CRITICAL EMBEDMENT DEPTH OF RIGID RETAINING WALL IN FOUNDATION PIT OF UNSATURATED SOILS
ZHANG Changguang;ZHAO Junhai;ZHU Qian;School of Civil Engineering;Chang’an University;
ZHANG Changguang;ZHAO Junhai;ZHU Qian;School of Civil Engineering;Chang’an University;
..............page:2360-2369
INFLUENCES OF GROUNDWATER LEVEL FLUCTUATION ON THE STABILITY OF GRAVITY RETAINING WALL OF PITS
YING Hongwei;NIE Wenfeng;HUANG Dazhong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Kunming Survey;Design and Research Institute Co.;Ltd. of CREEC;Third Railway Survey and Design Institute Group Corporation;
YING Hongwei;NIE Wenfeng;HUANG Dazhong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Kunming Survey;Design and Research Institute Co.;Ltd. of CREEC;Third Railway Survey and Design Institute Group Corporation;
..............page:2370-2376