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Stability analysis of large-scale surrounding rock mass of surge chamber

YANG Hai-bo1 JIANG Jun-hong2(1.No.8 Detachment of No.2 General Branch of Armed Police Hydropower Engineering Troops,Xiamen 361009,China;2.College of Water Conservancy and Civil Engineering,South China Agriculture University,Guangzhou 510642,China)  
The chamber surrounding rock stability and mechanics of lining structure of large and long throttled surge tank is analyzed and computed by FLAC30 software.The co-action mechanism of surrounding rock and support structure is analyzed and correspondent analysis method is put forward.The analysis and computation results show the surrounding rock stability can be guaranteed by existing support measure and the analysis on the co-action of surrounding rock and support structure by Finite Difference Method is effective and feasible.
【CateGory Index】: TV732.51;TV221.2
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Chinese Journal Full-text Database 2 Hits
2 ZENG Jing1, SHENG Qian1, LIAO Hong-jian2, LENG Xian-lun1, 2(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.School of Constructional Engineering and Mechanics,Xi'an Jiaotong University,Xi'an 710049,Chian);Numerical simulation with FLAC~(3D) on construction and excavation process of underground powerhouse of Fuziling pumped storage hydropower station[J];Rock and Soil Mechanics;2006-04
Chinese Journal Full-text Database 10 Hits
1 FU Hai-ying~1,FENG Jun~1,LI You-ming~2(1.School of Civil Engineering, Southwest Jiaotong University,Chengdu610031,China;2.Second Engineering Bureauo of MOR,Chengdu610031,China);On the interaction between the super sized girder carrier and the foundation of the casting yard[J];Building Science Research of Sichuan;2005-03
2 LI Zhen-dong et al;A Study on Numerical Simulation of Supporting System for Metro Tunnel[J];Underground Space;2004-01
4 DAI Rong,LI Zhong-kui,YIN Hong-lei(Department of Hydraulic and Hydropower Engineering,Tsinghua University,Beijing 100084,China);Solving Infinite Domain Problems in Lagrangian Method[J];Journal of Yangtze River Scientific Research Institute;2007-03
5 DING Xiu-mei~1,HUANG Run-qiu~1,LIU Guang-shi~2 (1.National Laboratory of Geohazards Prevention and Geo-Environment Protection, Chengdu University of Technology,Chengdu 610059,China;2.Chongqing Design & Research Institute, International Engineering Group of China Coal, Chongqing 400016,China);DEVELOPMENT OF PRE-PROCESSING SOFTWARE FOR FLAC-3D AND ITS APPLICATION TO ENGINEERING[J];Journal of Geological Hazards and Environment Preservation;2004-02
6 FANG Dian-dong,XU Mo (Chengdu University of Technology National Professional Laboratory of Geohazzard Prevention and Geoenvironment Protection,Chengdu 610059,C hina);A FLAC~(3D) ANALYSIS OF SURROUNDING ROCK OF SPILLWAY TUNNELS AT ZIPINGPU HYDROPOWER STATION[J];Journal of Geological Hazards and Environment Preservation;2008-01
7 LI Jiang-feng1,CHEN Liang-zhi1,CHEN Yu-long2(1.Bureau of Geological Exploration of Chongqing Province,208 Branch of Hgdrogeology & Engineering,Chongqing 400700,China;2.Chongqing University,Chongqing 400044,China);NUMERICAL ANALYSIS FOR STABILITY OF RESERVOIR BANK IN FLOOD AND DROUGHT PERIOD[J];Journal of Geological Hazards and Environment Preservation;2009-02
8 LI Jie1,YAN Yi-zhi2(1.Shaanxi Province Assessment Center for Investment Project,Xi'an,Shaanxi 710006,China;2.College of Electric Power Engineering,Kunming University of Technology,Kunming,Yunnan 650051,China);Analysis on Stability of Surrounding Rock Mass and Supporting Effect for Underground Caverns of a Certain Power Station[J];Journal of Water Resources and Architectural Engineering;2009-01
9 SHU Shan-zhi ① ZHANG Lin ② (① Changchun University of Science and Technology, Changchun 130026;② Maanshan Institute of Mining Research, Maanshan 243004);NUMERICAL ANALYSES OF SLOPE DEFORMATION OF AN OPEN PIT UNDER COMPLICATED MINING CONDITIONS[J];JOURNAL OF ENGINEERING GEOLOGY;2000-02
10 LU ShuqiangXU MoJU Nengpan(National Professional Laboratory of Geological Hazards Prevention,Chengdu University of Technology,Chengdu 610059);NUMERICAL ANALYSIS WITH FLAC~(3D) ON ROCK MASS STABILITY SURROUNDING CAVERN GROUP IN THE LEFT BANK SLOPE OF A HYDROPOWER STATION ON LAN-CANG-JIANG RIVER[J];Journal of Engineering Geology;2006-03
China Proceedings of conference Full-text Database 4 Hits
1 ;不同开挖步骤引起浅埋隧道地表沉降的数值分析[A];[C];2005
2 CHEN Jian-lin~1 JIANG Quan~2 ZHOU Hui~2 (1. East China Investigation and Design Institute, CHECC, Hangzhou 310014, China; 2 State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China);Layout scheme of powerhouse at the end of power tunnel for JinpingⅡhydropower plant[A];[C];2008
3 ZHU Zheng-guo LI Wen-jian SONG Yu-xiang (School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China);3D numerical simulation of super-large span railway station[A];[C];2008
4 TANG Xu-hai~1 ZHANG Jian-hai~1 JIANG Feng~2 ZHAO Wen-guang~2 WU Shi-ting~1 ZHOU Guang-feng~1 (1.School of Water Resource and Hydropower,Sichuan Univ.,Chengdu 610065,China; 2.Chengdu Hydroelectric Investigatin & Design Inst.,CHECC,Chengdu 610072,China);Study on the Design of Reinforcement with Statistical Method[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
1 XU Qiang, YAN Ming, HUANG Run qiu (Chengdu University of Technology,Chengdu 610059,China);STUDIES ON INFLUENCE OF DEEP CRACKS ON SLOPE STABILITY ON LEFT BANK OF A HYDROPOWER STATION BY FLAC 3D[J];Journal of Geological Hazards and Environment Preservation;2002-01
2 Hao Haijing etc.;Application of pre-stressed long bloting[J];GROUND PRESSURE AND STRATA CONTROL;1999-Z1
3 Chen Xiangjun Tang Jinsong (School of Civil Engineering ,Shijiazhuang Railway Institute,Shijiazhuang 050043);Stability and Deformation Analysis of Maya Slope Using FLAC~(3D)[J];Journal of Shijiazhuang Railway Institute;2002-03
4 Kou Xiaodong, Zhou Weiyuan, Yang Ruoqiong (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084 China);STABILITY ANALYSIS ON THE HIGH SLOPES OF THREE-GORGES SHIPLOCK USING FLAC-3D[J];Chinese Journal of Rock Mechanics and Engineering;2001-01
5 Wu Aiqing, Xu Ping, Xu Chunmin, Yu Yong (Yangtze River Scientific Research Institute, Wuhan 430010 China);RESEARCHES ON STABILTY FOR SURROUNDING ROCK MASSES OF UNDERGROUND POWER HOUSE IN THE THREE GORGES PROJECT[J];Chinese Journal of Rock Mechanics and Engineering;2001-05
6 Li Zhongkui, Dai Rong, Jiang Yiming (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084 China);IMPROVEMENT OF THE GENERATION OF THE INITIAL STRESS FIELD BY USING FLAC~3D AND APPLICATION IN A HUGE UNDERGROUND CAVERN GROUP[J];Chinese Journal of Rock Mechanics and Engineering;2002-S1
7 Chen Shuaiyu, Zhou Weiyuan, Yang Qiang, Yang Ruoqiong (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084 China);ANALYSIS ON STABILITY OF SURROUNDING ROCKS OF SHUIBUYA UNDERGROUND PLANT BY THREE-DIMENSIONAL FAST LAGRANGIAN METHOD[J];Chinese Journal of Rock Mechanics and Engineering;2003-07
8 LU Shi liang, QI Tai yue ( Department of Mining Engineering, CUMT, Xuzhou, Jiangsu 221008, China );Support Mechanism of Rock Bolts with Large Prestress, Fast Resistance Increasing and High Working Resistance[J];JOURNAL OF CHINA UNIVERSITY OF MINING & TECHNOLOGY;2000-01
9 BX Lu ShiliangFu GuobinTang Lei ( Department of Mining Engineering, CUMT, Xuzhou, Jiangsu 221008 );Regularity of Deformation of Rocks Around Roadway Under Mining Influence and Change of Rockbolt Resistance[J];JOURNAL OF CHINA UNIVERSITY OF MINING & TECHNOLOGY;1999-03
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