1000-4548
2010 Issue 11
TEM apparent longitudinal conductance interpretation in tunnel geological forecast
SU Mao-xin1;LI Shu-cai1;XUE Yi-guo1;LI Xiu2;QIU Dao-hong1
SU Mao-xin1;LI Shu-cai1;XUE Yi-guo1;LI Xiu2;QIU Dao-hong1
..............page:1722-1726
Microstructural change of soft clay before and after one-dimensional compression creep
ZHANG Xian-wei;WANG Chang-ming
ZHANG Xian-wei;WANG Chang-ming
..............page:1688-1694
..............page:1640
..............page:1664
di san jie quan guo huan jing yan tu gong cheng yu tu gong he cheng cai liao ji shu yan tao hui tong zhi
zhang meng xi
zhang meng xi
..............page:1732
Load transfer model and improved transition method for load-settlement curve under O-cell pile testing method
ZHU Xiang-rong1;WANG Sheng-zhong1;YE Jun-neng2;WANG Wen-jun3;
ZHU Xiang-rong1;WANG Sheng-zhong1;YE Jun-neng2;WANG Wen-jun3;
..............page:1717-1721
Dynamic properties of cement- and lime-improved soil subjected to freeze-thaw cycles
WANG Tian-liang;LIU Jian-kun;TIAN Ya-hu
WANG Tian-liang;LIU Jian-kun;TIAN Ya-hu
..............page:1733-1737
Simulation method of dynamic triaxial deformation process for rock under invariable strain rate
CAO Wen-gui;ZHAO Heng;ZHANG Ling;ZHANG Yong-jie
CAO Wen-gui;ZHAO Heng;ZHANG Ling;ZHANG Yong-jie
..............page:1658-1664
A double yield surface constitutive model for sand based on state-dependent critical state theory
HUANG Mao-song1;2;LI Xue-feng1;2;JIA Cang-qin3
HUANG Mao-song1;2;LI Xue-feng1;2;JIA Cang-qin3
..............page:1764-1771
Parametric analysis for aseismic behavior of soil nailing system
ZHANG Ming-ju;Lü Qi;LI Li-yun;WANG Cheng-hao;YANG Wen-feng
ZHANG Ming-ju;Lü Qi;LI Li-yun;WANG Cheng-hao;YANG Wen-feng
..............page:1758-1763
Hidden karst in dam foundation of Cuijiaying Hydroproject on Hanjiang River
WANG Qi-guo;LIN Shi-xiang;WU Shu-liang;HUANG Hai-jiao;DING Shu-ping
WANG Qi-guo;LIN Shi-xiang;WU Shu-liang;HUANG Hai-jiao;DING Shu-ping
..............page:1772-1779
Monitoring method for influence circle due to temperature variation in underground rock stratum
ZHANG Feng1;2;ZENG Cong1;MIAO Yuan-liang2;CHEN Jian-ping1
ZHANG Feng1;2;ZENG Cong1;MIAO Yuan-liang2;CHEN Jian-ping1
..............page:1727-1732
qing ding yue yan tu gong cheng xue bao
ben kan bian ji bu
ben kan bian ji bu
..............page:1687
Advances of dam construction techniques in Xinjiang
DENG Ming-jiang 1;YU Hai-ming2;LI Xiang-quan1
DENG Ming-jiang 1;YU Hai-ming2;LI Xiang-quan1
..............page:1678-1687
Elastic-plastic unified solutions for stresses and displacements of a deep buried circular hydraulic tunnel
ZHANG Chang-guang1;2;HU Yun-shi3;ZHAO Jun-hai4;YANG Yan-zong1;2
ZHANG Chang-guang1;2;HU Yun-shi3;ZHAO Jun-hai4;YANG Yan-zong1;2
..............page:1738-1745
Influencing factors about pore pressure generated for clay under complex stress path
WEN Xiao-gui;ZHANG Xun;ZHOU Jian
WEN Xiao-gui;ZHANG Xun;ZHOU Jian
..............page:1709-1716
Location detection of concentrated-leakage passages in dam by groundwater temperature
WANG Xin-jian;PAN Ji-shun
WANG Xin-jian;PAN Ji-shun
..............page:1800-1805
Separate ice frost heave model for coupled moisture and heat transfer in saturated soils
ZHOU Yang;ZHOU Guo-qing;WANG Yi-jiang
ZHOU Yang;ZHOU Guo-qing;WANG Yi-jiang
..............page:1746-1751
Mechanical properties of EPS beads mixed lightweight soil under cyclic loading
LI Ming-dong;TIAN An-guo
LI Ming-dong;TIAN An-guo
..............page:1806-1810
Theoretical study on synchronous grouting filling patterns and pressure distribution of EPB shield tunnels
LI Zhi-ming1;LIAO Shao-ming1;2;DAI Zhi-ren1
LI Zhi-ming1;LIAO Shao-ming1;2;DAI Zhi-ren1
..............page:1752-1757
Reliability analysis for vertical bearing capacity of piles based on the maximum entropy principle
ZHENG Jun-jie1;XU Zhi-jun 1;LIU Yong2;MA Qiang 1
ZHENG Jun-jie1;XU Zhi-jun 1;LIU Yong2;MA Qiang 1
..............page:1643-1647
Microcosmic mechanism of ion transport in charged clay soils
LI Ren-min;LIU Song-yu;MIAO Lin-chang
LI Ren-min;LIU Song-yu;MIAO Lin-chang
..............page:1794-1799
..............page:1771
Analytic solution of seepage calculation for dams and levees on impervious strata
WU Shi-yu1;SONG Xin-jiang1;2
WU Shi-yu1;SONG Xin-jiang1;2
..............page:1695-1702
Algorithmic study on rock pore structure based on micro-CT experiment
LI Jian-sheng1;2;WANG Dong1;KANG Tian-he1
LI Jian-sheng1;2;WANG Dong1;KANG Tian-he1
..............page:1703-1708
..............page:1665-1670
Numerical study on modes of breaking rock by TBM cutter under different confining pressures
ZHANG Kui1;2;XIA Yi-min2;TAN Qing1;ZHOU Zi-long3
ZHANG Kui1;2;XIA Yi-min2;TAN Qing1;ZHOU Zi-long3
..............page:1780-1787
Stability of embankment on soft subgrade reinforced by rigid piles (Ⅰ)——background and single pile analysis
ZHENG Gang1;LIU Li1;HAN Jie 2 Department;The University of Kansas;Kansas State;USA)
ZHENG Gang1;LIU Li1;HAN Jie 2 Department;The University of Kansas;Kansas State;USA)
..............page:1648-1657
Design method of micropile group for soil slope stabilization based on ultimate resistance of analysis
SUN Shu-wei1;2;ZHU Ben-zhen2;ZHENG Jing2
SUN Shu-wei1;2;ZHU Ben-zhen2;ZHENG Jing2
..............page:1671-1677
Field test on uplift behavior of micropiles in soft ground
HUANG Guang-long1;FANG Qian1;SU Rong-zhen2
HUANG Guang-long1;FANG Qian1;SU Rong-zhen2
..............page:1788-1793