1000-4548
2006 Issue 4
..............page:扉页Ⅱ
..............page:459,490,509
Analysis and stabilization of landslide of compound dams for storage of flash at plain
WANG Guo-ti;WANG Wan-di
WANG Guo-ti;WANG Wan-di
..............page:545-548
..............page:541-544
Optimal analysis of mid-board of shallow double-arch tunnels under unsymmetrical pressure
CAO Yun-qin;WANG Xiao-lin
CAO Yun-qin;WANG Xiao-lin
..............page:537-540
Construction technology and application in-situ of expanded polystyrene treated lightweight soil
LI Ming-dong;ZHU Wei;MA Dian-guang;JI Feng-ling
LI Ming-dong;ZHU Wei;MA Dian-guang;JI Feng-ling
..............page:533-536
Numerical analysis on bearing capacity of composite foundation in consideration of contacting characteristics of pile-soil interface
LI Xiao-qing;ZHOU Wei
LI Xiao-qing;ZHOU Wei
..............page:529-532
Analysis on rupture of hard and massive overlying strata in fully-mechanized sublevel caving face
SHI Hong;JIANG Fu-xing
SHI Hong;JIANG Fu-xing
..............page:525-528
Analytical solution of contaminant diffusion through multi-layered soils
CHEN Yun-min;XIE Hai-jian;KE Han;TANG Xiao-wu
CHEN Yun-min;XIE Hai-jian;KE Han;TANG Xiao-wu
..............page:521-524
Experimental study on deformation of saturated sand under cyclic pore water pressure
SHAO Long-tan;HONG Shuai;ZHENG Wei-feng
SHAO Long-tan;HONG Shuai;ZHENG Wei-feng
..............page:428-431
Centrifuge investigation on seismic response of single pile in liquefiable soil
SU Dong;LI Xiang-song
SU Dong;LI Xiang-song
..............page:423-427
Digital landslide technology and its application in investigation of Tiantai Town landslide
WANG Zhi-hua
WANG Zhi-hua
..............page:516-520
Effect of non-coaxial plasticity on onset strain localization in soils under 3D stress condition
QIAN Jian-gu;HUANG Mao-song;YANG Jun
QIAN Jian-gu;HUANG Mao-song;YANG Jun
..............page:510-515
Application of .Virtual Multi-dimensional Internal Bond (VMIB) in uniaxial failure of rocklike materials
ZHANG Zhen-nan;GE Xiu-run;LI Yong-he
ZHANG Zhen-nan;GE Xiu-run;LI Yong-he
..............page:504-509
..............page:495-503
..............page:491-494
Distribution of ground displacement field owing to two overlapped shield tunneling interaction
LIAO Shao-ming;YU Yan;BAI Ting-hui;GAO Li-qun
LIAO Shao-ming;YU Yan;BAI Ting-hui;GAO Li-qun
..............page:485-490
Evaluation on stability of trench strengthened with soil nail based on reliability analysis
LUO Xiao-hui;LI Zai-guang;HE Li-hong
LUO Xiao-hui;LI Zai-guang;HE Li-hong
..............page:480-484
Searching for the most dangerous failure surface of complex slope based on accelerating hybrid genetic algorithm
WAN Wen;CAO Ping;FENG Tao;YUAN Hai-ping
WAN Wen;CAO Ping;FENG Tao;YUAN Hai-ping
..............page:475-479
Mathematical description of breakage process of oval blocks
SHEN Zhu-jiang;LI Jian-hong
SHEN Zhu-jiang;LI Jian-hong
..............page:470-474
Experimental research on the load transfer mechanism of super-long large diameter bored pile with the self-balanced load test method
ZHANG Fan;GONG Wei-ming;DAI Guo-liang
ZHANG Fan;GONG Wei-ming;DAI Guo-liang
..............page:464-469
Dynamic analysis for fracturing progress by detonation gas
LI Ning;CHEN Li-jing;ZHANG Ping
LI Ning;CHEN Li-jing;ZHANG Ping
..............page:460-463
Fractured-rock layer thickness of highway embankment in permafrost regions
SUN Bin-xiang;XU Xue-zu;LAI Yuan-ming;WANG Shuang-jie;ZHANG Jin-zhao
SUN Bin-xiang;XU Xue-zu;LAI Yuan-ming;WANG Shuang-jie;ZHANG Jin-zhao
..............page:451-459
Seismic response analysis for simplified bridge pier foundation
CHANG Der-wen;CHENG Shih-hao;LIN Bor-shiun
CHANG Der-wen;CHENG Shih-hao;LIN Bor-shiun
..............page:442-450
Effect of cement content on the structural formation of stabilized soil
HUANG Xin;NING Jian-guo;GUO Ye;ZHU Bao-lin
HUANG Xin;NING Jian-guo;GUO Ye;ZHU Bao-lin
..............page:436-441
Re-discussion of generalized tracing dilution model for measuring seepage velocity in wells
FAN Zhe-chao;CHEN Jian-sheng;DONG Hai-zhou;ZHAO Xia
FAN Zhe-chao;CHEN Jian-sheng;DONG Hai-zhou;ZHAO Xia
..............page:432-435