1000-4548
2011 Issue 11
Nonlinear numerical analysis of super-long piles based on p-y curves
YAO Wen-juan1;WU Huai-rui1;CHENG Ze-kun2;YANG Wu1
YAO Wen-juan1;WU Huai-rui1;CHENG Ze-kun2;YANG Wu1
..............page:1683-1690
Ambient vibration analysis of adjacent parallel multi-tunnels under train loads
YU Yan-li1;XU Hai-qing2;LI Zhen-wei3;FU Zhi-feng2;XIE Wei-ping1
YU Yan-li1;XU Hai-qing2;LI Zhen-wei3;FU Zhi-feng2;XIE Wei-ping1
..............page:1801-1806
Numerical study on variation features of water table in area of underground rock cavern for oil storage
JIANG Zhong-ming1;2;FENG Shu-rong2;ZENG Ling1;ZHAO Hai-bin2;MEI Song-hua2
JIANG Zhong-ming1;2;FENG Shu-rong2;ZENG Ling1;ZHAO Hai-bin2;MEI Song-hua2
..............page:1780-1785
Distribution of shaft resistance of long piles and additional stress of foundation and their influences on settlement calculation of group piles
ZHENG Gang1;2;ZHANG Li-ming1;2;WANG Qi1;2
ZHENG Gang1;2;ZHANG Li-ming1;2;WANG Qi1;2
..............page:1649-1658
..............page:1779
..............page:1666
Dynamic impedance of pile groups subjected to vertical load in layered transversely isotropic saturated soils
WANG Xiao-gang
WANG Xiao-gang
..............page:1759-1766
di qi jie quan guo ji keng gong cheng yan tao hui di yi hao tong zhi ( zheng wen tong zhi )
ben kan bian ji bu
ben kan bian ji bu
..............page:1699
Slope stability evaluation based on PSO-PP
XU Fei1;XU Wei-ya2;LIU Zao-bao2;LIU Kang3
XU Fei1;XU Wei-ya2;LIU Zao-bao2;LIU Kang3
..............page:1708-1713
Weibull distribution parameters of rock strength based on multi-fractal characteristics of rock damage
LIU Shu-Xin1;2;LIU Chang-wu1;HAN Xiao-Gang1;CAO Lei1
LIU Shu-Xin1;2;LIU Chang-wu1;HAN Xiao-Gang1;CAO Lei1
..............page:1786-1791
Discussion on non-Darcy flow in post-peak rock
HAN Guo-feng;WANG En-zhi;LIU Xiao-li
HAN Guo-feng;WANG En-zhi;LIU Xiao-li
..............page:1792-1796
Analytical layer element method for solving plane strain problem of multi-layered soils
AI Zhi-yong1;2;SU Hui1;2;CHENG Yi-chong1;2
AI Zhi-yong1;2;SU Hui1;2;CHENG Yi-chong1;2
..............page:1797-1800
Discussion on "Inexistence and un-decoupling of dissipation potential for geo-materials"
CAI Guo-qing;HUANG Qi-di;HE Xu-zhen
CAI Guo-qing;HUANG Qi-di;HE Xu-zhen
..............page:1812-1814
Fast digital identification of joint information of tunnel work face and its stability analysis
WANG Yang1;2;WANG Shu-hong1;3;GUO Mu-dan1;3;DONG Zhi-hui1
WANG Yang1;2;WANG Shu-hong1;3;GUO Mu-dan1;3;DONG Zhi-hui1
..............page:1734-1739
Construction permit mechanism of karst tunnels based on dynamic assessment and management of risk
XU Zhen-hao1;LI Shu-cai1;LI Li-ping1;CHEN Jun2;SHI Shao-shuai1
XU Zhen-hao1;LI Shu-cai1;LI Li-ping1;CHEN Jun2;SHI Shao-shuai1
..............page:1714-1725
Effect of particle breakage on strength and deformation of modeled rockfills
LIU Meng-cheng1;2;GAO Yu-feng1;LIU Han-long1
LIU Meng-cheng1;2;GAO Yu-feng1;LIU Han-long1
..............page:1691-1699
Statistical analysis of characteristics of ground surface settlement caused by deep excavations in Shanghai soft soils
WANG Wei-dong1;XU Zhong-hua1;WANG Jian-hua2
WANG Wei-dong1;XU Zhong-hua1;WANG Jian-hua2
..............page:1659-1666
Formation mechanism of dynamic impact failure zone of super dynamic water inrush in coal mine
QIAO Wei1;2;LI Wen-ping1;SUN Ru-hua1;LI Xiao-qin1;HU Ge3
QIAO Wei1;2;LI Wen-ping1;SUN Ru-hua1;LI Xiao-qin1;HU Ge3
..............page:1726-1733
Stability problems for landfills with multilayer geosynthetic liner system
QIAN Xue-de1;2;SHI Jian-yong2
QIAN Xue-de1;2;SHI Jian-yong2
..............page:1676-1682
Stress and deformation behavior of foundation gallery of Changheba Hydropower Station
XIONG Kun1;2;HE Yun-long2;WU Xiao-yu3;DONG Yuan-lin4
XIONG Kun1;2;HE Yun-long2;WU Xiao-yu3;DONG Yuan-lin4
..............page:1767-1774
FEM analysis of effect of reinforced layer numbers on bearing capacity and deformation of reinforced-sand retaining walls
PENG Fang-le1;2;CAO Yan-bo1;2
PENG Fang-le1;2;CAO Yan-bo1;2
..............page:1700-1707
Response characteristics of dynamic stress of subgrade soil under vehicle loads
TANG Lian-sheng1;2;LIN Pei-yuan1;2;WU Ke1;DENG Xi-bin1;DENG Zhong-wei1;2;LI Hai-yang1
TANG Lian-sheng1;2;LIN Pei-yuan1;2;WU Ke1;DENG Xi-bin1;DENG Zhong-wei1;2;LI Hai-yang1
..............page:1745-1749
Experimental study on effect of grain size distribution on improvement of dredger fill
YAN Yong-guo;DONG Zhi-liang;YANG Chang-bin;CHEN Ping-shan;QIU Qing-chang
YAN Yong-guo;DONG Zhi-liang;YANG Chang-bin;CHEN Ping-shan;QIU Qing-chang
..............page:1775-1779
..............page:1646
Reply to the discussion on "Inexistence and un-decoupling of dissipation potential for geo-materials"
ZHOU Jia-wu;LIU Yuan-xue
ZHOU Jia-wu;LIU Yuan-xue
..............page:1814-1816
Simulation of yield characteristics and principal stress rotation effects of natural soft clay
HUANG Mao-song1;3;LIU Yan-hua1;2
HUANG Mao-song1;3;LIU Yan-hua1;2
..............page:1667-1675
Observed data-based method for non-steady seepage of dams
LIU Zi-fang;SUN Hui
LIU Zi-fang;SUN Hui
..............page:1807-1811
di yi jie quan guo fang zai jian zai gong cheng xue shu hui yi zai nan jing he hai da xue zhao kai
kong gang qiang
kong gang qiang
..............page:1682
Prototype tests on effective bending rigidity ratios of segmental lining structure for shield tunnel with large cross-section
FENG Kun1;HE Chuan1;XIA Song-lin2
FENG Kun1;HE Chuan1;XIA Song-lin2
..............page:1750-1758
Direct tension creep behaviors of sandstone and improvement and application of Burgers model
LIU Dong-yan1;2;ZHAO Bao-yun1;2;ZHU Ke-shan1;2;XUE Kai-xi1
LIU Dong-yan1;2;ZHAO Bao-yun1;2;ZHU Ke-shan1;2;XUE Kai-xi1
..............page:1740-1744