1000-4548
2012 Issue 1
Deterioration reaction between alkali materials and laterite dams
YANG Hua-shu1;WEI Hai1;YANG Yu-lu2;LI Jin-yu1;YIN Xiao-lin1
YANG Hua-shu1;WEI Hai1;YANG Yu-lu2;LI Jin-yu1;YIN Xiao-lin1
..............page:189-192
Applications of ameliorated Culmann’s graphical construction in fold line slopes
LI Da-peng1;ZHANG Wei-feng1;2;ZHAO Jian-kui1;SUN Yun-hou1
LI Da-peng1;ZHANG Wei-feng1;2;ZHAO Jian-kui1;SUN Yun-hou1
..............page:172-175
Effect of orientation of initial principal stress on undrained shear behavior of saturated silt
GUO Ying 1;2;ZHANG Jun-feng 1;LUAN Mao-tian1;2;LIU Gong-xun1;3
GUO Ying 1;2;ZHANG Jun-feng 1;LUAN Mao-tian1;2;LIU Gong-xun1;3
..............page:166-171
Analytic solution of seepage calculation for dams and levees with mound drains on impervious strata
WU Shi-yu;SONG Xin-jiang
WU Shi-yu;SONG Xin-jiang
..............page:102-109
Calculation of ultimate bearing capacity of jacked-in piles in soft soil based on seismic piezocone penetration tests
CAO Quan1;2;3;SHI Jian-yong1;2;LEI Guo-hui1;2;AI Ying-bo1;2
CAO Quan1;2;3;SHI Jian-yong1;2;LEI Guo-hui1;2;AI Ying-bo1;2
..............page:51-57
Micromechanical properties and mechanical parameters of talus deposit based on digital image technology
XU An-quan1;2;XU Wei-ya 1;2;SHI Chong1;2;LI De-liang1;2
XU An-quan1;2;XU Wei-ya 1;2;SHI Chong1;2;LI De-liang1;2
..............page:58-64
Resonant column and bender element tests on maximum shear modulus of dry sand
BAI Li-dong1;2;3;XIANG Wei1;SAVIDIS A Stavros3;RACKWITZ Frank3
BAI Li-dong1;2;3;XIANG Wei1;SAVIDIS A Stavros3;RACKWITZ Frank3
..............page:184-188
Seismic stability of slopes of high rockfill dams
XU Bin1;2;ZOU De-gao1;2;KONG Xian-jing1;2;DONG Guang-hui1
XU Bin1;2;ZOU De-gao1;2;KONG Xian-jing1;2;DONG Guang-hui1
..............page:139-144
Seismic responses of surrounding site of subway station in liquefiable foundation
ZHUANG Hai-yang1;2;LONG Hui1;CHEN Guo-xing1;ZUO Yu-feng1;2
ZHUANG Hai-yang1;2;LONG Hui1;CHEN Guo-xing1;ZUO Yu-feng1;2
..............page:81-88
2012 nian yan tu gong cheng xue bao huang wen xi jiang zuo xue shu bao gao hui tong zhi
ben kan bian ji bu
ben kan bian ji bu
..............page:88
Comprehensive soaking tests on self-weight collapse loess with heavy section in Lanzhou region
YAO Zhi-hua1;HUANG Xue-feng1;2;CHEN Zheng-han1;ZHANG Jian-hua3
YAO Zhi-hua1;HUANG Xue-feng1;2;CHEN Zheng-han1;ZHANG Jian-hua3
..............page:65-74
Deterioration of soil cement stabilized in corrosive site
YANG Jun-jie1;2;SUN Tao1;2;3;ZHANG Yue-chen1;2;MIAO Jia-li4
YANG Jun-jie1;2;SUN Tao1;2;3;ZHANG Yue-chen1;2;MIAO Jia-li4
..............page:130-138
Experimental study on GPR model for artificial freezing projects
SONG Lei1;2;ZHANG Xiao-jun1;3;YANG Wei-hao1;2;LI Hai-peng1;2
SONG Lei1;2;ZHANG Xiao-jun1;3;YANG Wei-hao1;2;LI Hai-peng1;2
..............page:115-122
Semi-analytical numerical analysis for plane strain consolidation of anisotropic soil with compressible constituents
XU Jin1;2;CAI Zheng-yin1;WANG Xu-dong2
XU Jin1;2;CAI Zheng-yin1;WANG Xu-dong2
..............page:89-93
..............page:175,183
Influences of construction of side-crossing shield tunnel on adjacent ancient architectures and reinforcement effect of protection measures
WU Chang-jiang1;2;ZHANG Zi-xin1;DING Wen-qi1;ZHANG Deng-yu1
WU Chang-jiang1;2;ZHANG Zi-xin1;DING Wen-qi1;ZHANG Deng-yu1
..............page:158-165
Probabilistic analysis of integrity inspection and dynamic evaluation of quality for bored piles
XU Zhi-jun;ZHENG Jun-jie;BIAN Xiao-ya;ZHAO Dong-an
XU Zhi-jun;ZHENG Jun-jie;BIAN Xiao-ya;ZHAO Dong-an
..............page:151-157
Temperature measurements of long-distance liquid nitrogen freezing in high-confined aquifer reinforcement
CHEN Cheng1;YANG Ping1;ZHANG Ting1;SHI Zhi-ming2
CHEN Cheng1;YANG Ping1;ZHANG Ting1;SHI Zhi-ming2
..............page:145-150
Convergence-confinement analysis of deep circular rock tunnels based on unified strength theory
ZHANG Chang-guang1;2;ZHAO Jun-hai1;ZHANG Qing-he2
ZHANG Chang-guang1;2;ZHAO Jun-hai1;ZHANG Qing-he2
..............page:110-114
..............page:2
Reliability analysis of underground rock caverns using non-intrusive stochastic finite element method
LI Dian-qing1;2;JIANG Shui-hua1;2;ZHOU Chuang-bing1;2;Ministry of Education;Wuhan 430072;China)
LI Dian-qing1;2;JIANG Shui-hua1;2;ZHOU Chuang-bing1;2;Ministry of Education;Wuhan 430072;China)
..............page:123-129
Coupled boundary element method for creep settlement of thick raft foundation on viscoelastic ground
YAN Fu-you1;LIU Zhong-yu1;YIN Wei-xi2
YAN Fu-you1;LIU Zhong-yu1;YIN Wei-xi2
..............page:94-101
kan wu
ben kan bian ji bu
ben kan bian ji bu
..............page:138
..............page:176-183
Model tests on capillary-barrier cover with unsaturated drainage layer
DENG Lin-heng;ZHAN Liang-tong;CHEN Yun-min;JIA Guan-wei
DENG Lin-heng;ZHAN Liang-tong;CHEN Yun-min;JIA Guan-wei
..............page:75-80
New advances in basic theories of sand dynamics
ZHANG Jian-min
ZHANG Jian-min
..............page:1-50