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1 |
Zhang yongxing~1 Wang guilin~2(Civil engineering faculty of Chongqing university,Chongqing,400045);APPLICATION AND METHODS FOR STABILITY ANALYSIS OF HIGH-RISE BUILDING ROCK CAVERN FOUNDATION[A];[C];2007 |
2 |
WANG Zai-quan~1 WANG Jian-xin~2 ZHENG Ying-ren~(1,3)ZHANG Li-ming~1 1.Qingdao Technological University,Qingdao 266033; 2.Tsinghua University,Beijing 100084; 3.Logistical Engineering University,Chongqing 400041;Analysis on Stability of Subsea Tunnel in Fault-rupture Zone[A];[C];2007 |
3 |
Tang Xiaosong, Zheng Yingren, Lin Chenggong (Logistical Engineering University, Chongqing 400041, China; Civil Engineering Institute of Chongqing University, Chongqing 400030, China);Comparison of Two Analysis Methods of Slope Stability Under Action of Reservoir Water[A];[C];2006 |
4 |
LOU Yi-qing (1.College of Conservancy & Hydropower Engineering,Hohai University,Nanjing 210098,China; 2.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Nanjing 210098,China);Finite element analysis of slope seepage and stability due to rainfall infiltration[A];[C];2007 |
5 |
XU Li-qun~1 SHEN Zhen-zhong~1 YU Kai-jia~1 L(?) Jun~2 (1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China; 2. Guiyang Hydropower Investigation Design and Research Institute, Guiyang 550002, China);Stability analysis and estimation of slope excavation of Silin Hydropower Station's navigation lock[A];[C];2008 |
6 |
PENG Yun-feng (State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China);Three-dimensional numerical simulation of treatment of arch dam foundation[A];[C];2008 |
7 |
KONG Ke CHU Xi-hua XU Yuan-jie (School of Civil and Architectural Engineering,Wuhan University, Wuhan 430072, China);Nonlinear and slope stability analysis of underground continuous wall built as sashes[A];[C];2008 |
8 |
ZHANG Wei~1 JIAO Yu-yong~1 GUO Xiao-hong~2 (1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. CCCC Second Highway Consultants Co. Ltd., Wuhan 430056, China);Slope stability analysis and prevention method of tunnel portal slope[A];[C];2008 |
9 |
YAN Tian-you~(1,2) LI Tong-chun~(1,2) ZHAO Lan-hao~(1,2) DAI Miao-lin~(1,2) ZHOU Gui-yun~(1,2) (1. State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. College of Water Conservancy and Hydropower Engineering, Hohai university, Nanjing, 210098,China);A mixed nonlinear finite element method for slope stability analysis[A];[C];2008 |
10 |
LIU Ming-wei~1 HUANG Shi-wu~2 YIN Jian~1 (1. Chongqing Jiaotong University, Chongqing 400074, China; 2. Guangxi Communications Infrastructure Construction Administration Bureau, Nanning 530021, China);Limit analysis of subgrade filling failure on expansive clay slope foundation with finite element method[A];[C];2008 |
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