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Chinese Journal of Geotechnical Engineering
1000-4548
2010 Issue 5
Stress-induced anisotropy of coarse-grained soil by true triaxial tests
SHI Wei-cheng1;2;ZHU Jun-gao1;HE Shun-bin3;LIU Han-long1
..............page:810-814
Deformation response of high-order slope excavation of a large hydroelectric station in China
ZHU Ji-liang1;2;3;HUANG Run-qiu1;ZHANG Shi-yuan3;XU De-min1
..............page:784-791
Interface shear strength of liners with geocomposite
LIN Wei-an1;ZHAN Liang-tong1;CHEN Yun-min1;WANG Xiang-zhi2
..............page:693-697
qing ding yue yan tu gong cheng xue bao
ben kan bian ji bu
..............page:809
Working behaviors of composite ground under flexible foundation based on super-sub structure interaction
YU Jian-lin1;JING Zi-jing1;GONG Xiao-nan1;LIU Chao1;2;Lü Wen-zhi1;3
..............page:657-663
Theory of geotechnical strain hardening index and its rationale from fractional order calculus
YIN De-shun;HE Cheng-liang;CHEN Wen
..............page:762-766
Lab and in-situ tests on maximum dynamic shear modulus of saturated clay soils
GAO Zhi-bing1;2;3;GAO Yu-feng1;2;TAN Hui-ming3
..............page:731-735
Bearing behaviors and nonlinear theory of pile groups subjected to torque
HE Wei1;2;3;CHEN Ren-peng1;2;KONG Ling-gang1;2;CHEN Yun-min1;2
..............page:751-756
Ground vibration caused by axle load and dynamic wheel-rail force of a moving train
CAO Zhi-gang;CAI Yuan-qiang;SUN Hong-lei;ZENG Chen
..............page:681-687
Relation between P-wave velocity and stress of rock samples and their unloading effect
CHEN Xiang1;SUN Jin-zhong2;TAN Chao-shuang3;ZHANG Jie-kun2;XU Zhao-yi1
..............page:757-761
Shaking table test on seismic response of pile groups of bridges in liquefiable ground
TANG Liang1;LING Xian-zhang1;XU Peng-ju1;GAO Xia1;WANG Dong-sheng2
..............page:672-680
The ultimate bearing capacity of reinforced foundation by variational solution
CHEN Rong1;2;LUAN Mao-tian1;2;HAO Dong-xue3;ZHAO Wei1;2
..............page:774-779
Electrical conductivity of pore water in saturated sand and its measurement technology
CHEN Ren-peng1;2;CHEN Wei1;2;WANG Jin-xue1;2;CHEN Yun-min1;2
..............page:780-783
A solution of Gibson’s governing equation of one-dimensional consolidation
JIANG Hui-huang;LIU Guo-nan;ZHAO You-ming
..............page:745-750
Physical model and failure analysis of porous rock
YANG Yong-ming1;2;JU Yang1;2;WANG Hui-jie1;2
..............page:736-744
Hydraulic fracture extending during slurry shield tunneling in cohesive soil
YUAN Da-jun1;HUANG Qing-fei1;LI Xing-gao1;GUO Xuan1;ATSUSHI Koizumi2
..............page:712-717
Experimental methods for interface behaviors of geosynthetics in landfills
SHI Jian-yong1;QIAN Xue-de1;2;ZHU Yue-bing1
..............page:688-692
Basic solution of saturated layered ground by thin layered method and its paraxial boundary
SHI Gang1;2;GAO Guang-yun2;FENG Shi-jin2
..............page:664-671
Determination of design depth of soil-nailing protection structures
TU Yu-min1;RUAN Chang-qing2
..............page:805-809
Lateral boundary prediction of water conducting fracture formed in roof and its application
XU Guang1;2;XU Jia-lin1;2;Lü Wei-yun1;2;FAN De-yuan1;2
..............page:724-730
Experimental research on high-water-content soil tunnel without systematic bolts
CHEN Jian-xun1;WANG Chao2;LUO Yan-bin1;GAI Qing-shan3;WU Ke-feng3
..............page:815-820
Test method for soluble salt in saline soil in highway engineering
BAO Wei-xing1;2;LI Zhi-nong3;LUO Bing-fang3
..............page:792-797
In-situ stress field and project stability of underground water-sealed oil depots
WANG Cheng-hu;GUO Qi-liang;HOU Yan-he;LAN Xiao-wen
..............page:698-705