Chinese Journal of Geotechnical Engineering 2011 Issue 3 Slip-line solution to passive earth pressure on retaining walls

Slip-line solution to passive earth pressure on retaining walls
PENG Ming-xiang

..............page:460-469

Influencing factors of horizontal displacement of wall facing of grillage flexible supporting structure with prestressed anchors
ZHOU Yong1;2;ZHU Yan-peng1;2

..............page:470-476

Experimental study on micro-mechanical model for two different bonded granules under complex stress conditions
JIANG Ming-jing;SUN Yu-gang;LI Li-qing

..............page:354-360

Experimental study on flexural behavior of shaped steel reinforced cement-soil composite beams
ZHENG Gang;LI Zhi-wei;LIU Chang

..............page:332-340

Numerical simulation of piled raft foundation of super-tall buildings crossing metro tunnels
WU Yong-hua1;3;XIE Xin-yu1;YE Jun3;WU Jian3;LIU Kai-fu2

..............page:441-447

Change of permeability tensors in fractured rock mass based on intelligent drillhole optical imager
MA Feng1;2;CHEN Gang2;HU Cheng2;ZHANG Ming2;ZHANG Wei1

..............page:496-500

qing ding yue yan tu gong cheng xue bao
ben kan bian ji bu

..............page:379

Design and verification of automatic true triaxial apparatus
YE Guan-lin;SHENG Jia-ren;WU Chao-jun;WANG Jian-hua

..............page:380-385

Transient dynamic response of tunnels subjected to blast loads in saturated soil
CAI Yuan-qiang;CHEN Cheng-zhen;SUN Hong-lei

..............page:361-367

Ground settlement induced by double-O-tube shield tunneling under different construction conditions
WEI Gang1;ZHU Kui2;CHEN Wei-jun3

..............page:477-482

Slope stability of expansive soil under fissure influence
YIN Zong-ze1;2;XU Bin1;2

..............page:454-459

Analytical calculation of laterally loaded piles in double-layered elastoplastic soils
CHANG Lin-yue1;3;WANG Jin-chang2;ZHU Xiang-rong1;XIE Xin-yu1

..............page:433-440

yan tu gong cheng xue bao zheng gao jian ze

..............page:322

Experimental study on wetting deformation of compacted laterite
TAN Yun-zhi1;2;KONG Ling-wei2;GUO Ai-guo2;WAN Zhi3

..............page:483-489

Soil arching effect of anti-slide piles based on particle flow method
XIANG Xian-chao1;2;ZHANG Hua1;JIANG Guo-sheng2;TU Peng-fei1

..............page:386-391

Model tests on ultimate uplift capacity of piles under excavation
LUO Yao-wu1;2;HU Qi3;CHEN Yun-min1;LING Dao-sheng1

..............page:427-432

kan wu
ben kan bian ji bu

..............page:412

SWCCs and influence of temperature on matrix suction under different compaction degrees
WANG Xie-qun1;ZOU Wei-lie2;LUO Yi-dao3;WANG Jian-feng4;DENG Wei-dong5

..............page:368-372

guo jia zi ran ke xue ji jin zhong da yan jiu ji hua zhong da gong cheng dong li zai bian qiang di zhen dong chang di xia jie gou kang zhen gao ba kang zhen xiang mu qun 2011 nian chun xue shu jiao liu hui ( di yi hao tong zhi )
chen guo xing

..............page:331

Causes for different stabilization effects of cementitous-expansible compound soft soil stabilizer
LI Zhan-guo1;2;3;NING Jian-guo3;4;HUANG Xin3

..............page:420-426

Model tests on vacuum preloading technology of super-soft soil
YAN Shu-wang1;SUN Li-qiang1;LI Wei2;WU Kun-biao1 Co.;Ltd.;Tianjin 300072;China)

..............page:341-347

Nonlinear rheological model for frozen soft rock during Cretaceous period
LI Dong-wei1;2;3;WANG Ren-he1;2;3;FAN Ju-hong3

..............page:398-403

Model tests on bored piles under vertical load on different pile-tip soils
LIU Kun1;ZHAO Chun-feng2;3 Co.;Ltd.;Shanghai 200092;China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai 200092;China;3.Department of Geotechnical Engineering;Tongji University;Shanghai 200092;China)

..............page:490-495

yan tu gong cheng ji shu yu shi li yi shu jie shao
zuo yue sheng

..............page:372

di shi yi jie quan guo qing nian yan shi li xue yu gong cheng xue shu da hui di 1 hao tong zhi ( zheng wen )
wang zai quan

..............page:419

Open-ended prestressed concrete pipe-piles jacked into soft clay interbeded with silt
LIU Jun-wei1;2;ZHANG Zhong-miao1;2;ZHANG Qian-qing1;2;XIE Zhi-zhuan1;2

..............page:448-453

Experiments on pad and chimney foundation in reinforced aeolian sand under uplift combined with horizontal loads
QIAN Zeng-zhen1;LU Xian-long1;2;DING Shi-jun2

..............page:373-379

Explicit model for cumulative strain of saturated clay subjected to cyclic loading
HUANG Mao-song1;3;YAO Zhao-ming1;2

..............page:325-331

Reliability assessment of bearing capacity of pile foundation based on CPTU data
CAI Guo-jun1;LIU Song-yu1;ANAND J Puppala2;TONG Li-yuan1

..............page:404-412

Critical dynamic stress of red clay and replacement thickness of ballastless track cutting bed of high-speed railways
LIU Xiao-hong1;2;YANG Guo-lin1;FANG-Wei1

..............page:348-353

Stress and displacement of surrounding rock with shallow twin-parallel tunnels
YAN Li1;YANG Jun-sheng2;LIU Bao-chen2

..............page:413-419

Rows of elastic hollow pipe piles as isolation barriers for plane SV waves
XU Ping

..............page:392-397