Chinese Journal of Geotechnical Engineering 2009 Issue 8 Generalized column method for calculation of settlement of T-shaped deep mixed column composite foundation under embankment load

Generalized column method for calculation of settlement of T-shaped deep mixed column composite foundation under embankment load
YI Yao-lin; LIU Song-yu; DU Yan-jun

..............page:1180-1187

Reliability analysis of stability for slopes reinforced by anti-slide piles
YANG Ling-qiang1; MA Jing2; ZHANG She-rong3

..............page:1299-1302

Destructive tests on piping failure of sandy gravel layer of river dikes
LIU Jie; XIE Ding-song; CUI Yi-hao

..............page:1188-1191

Experimental study on triaxial creep properties of granite under high temperature
ZHANG Ning1; ZHAO Yang-sheng1; 2; WANG Zhi-jun2; DONG Fu-ke2; FENG Zi-jun2

..............page:1309-1313

Major geological problems concerning hydropower development of Tiger Leaping Gorge of Jinsha River
WANG Qi-guo

..............page:1292-1298

Discussion on "The lowest solution of slice method for slope stability analysis"
FENG Tie-qun; FREDLUND Murray

..............page:1314-1315

Mechanical mechanism of piperoofs with variable coefficient of subgrade reaction in shallow tunnels
ZHENG Jun-jie; ZHANG Rong-jun; YANG Qing-nian

..............page:1165-1171

Rocking vibrations of rigid cylindrical foundations embedded in saturated soil
HU Xiu-qing1; CAI Yuan-qiang1; 2

..............page:1200-1207

Earthquake responses of subway station with different depths of soft soil
ZHUANG Hai-yang1; 2; WANG Xiu-xing1; CHEN Guo-xing2

..............page:1258-1266

Driving effect of PHC pipe piles
XING Hao-feng1;2; ZHAO Hong-wei3; XU Chao1;2; YE Guan-bao1;2

..............page:1208-1212

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

..............page:1280

Prediction of performance of concrete face rockfill dam combined with toe retaining wall
LI Neng-hui1; 2; SUN Da-wei2; 3; WANG Nian-xiang1; 2; HUANG Yue-zhao4; XIAO Gong-yuan5

..............page:1149-1155

Bottom heave stability during foundation pit excavation in soil layer with high artesian water pressure
LI Tao; WANG Chao

..............page:1236-1241

Safety early warning evaluation model for dams based on coupled method of genetic algorithm and adapting particle swarm optimization algorithm
WANG Wei1; SHEN Zhen-zhong1; LI Tao-fan2

..............page:1242-1247

Reply to the discussion on "The lowest solution of slice method for slope stability analysis"
FANG Yu-shu

..............page:1315-1316

Bearing stratum effect at pile end of pile-cap-net structure subgrade based on centrifugal model tests
ZHANG Liang; LUO Qiang; PEI Fu-ying; YANG Yao

..............page:1192-1199

Effects of dynamic shear modulus ratio and velocity on surface ground motion and their equivalent relations
SUN Rui1; YUAN Xiao-ming1; LIU Xiao-jian1; 2

..............page:1267-1274

3D joint elements and relevant numerical analysis for simulating coupled thermo-hydro-mechanical processes
ZHANG Yu-jun

..............page:1213-1218

Analytical model and stability of surrounding block rock mass around deep tunnels
WU Hao; FANG Qin; ZHANG Ya-dong; XIANG Heng-bo; GONG Zi-ming

..............page:1229-1235

Lab model tests and PFC~(2D) modeling of pile groups in sands
ZHOU Jian1; 2; BAI Yan-feng1; ZHANG Zhao3; JIA Min-cai1;2

..............page:1275-1280

Mechanism and reason of dispersivity of dam soil in Nanping Reservoir
GAO Ming-xia1; LI Peng1; WANG Guo-dong2*; FAN Heng-hui1

..............page:1303-1308

Evolution of porosity and pore water pressure of granular materials based on continuum model
CHU Xi-hua

..............page:1255-1257

Experimental study on dynamic evolution of meso-structure of intact Q₃ loess during loading and collapse using CT and triaxial apparatus
ZHU Yuan-qing1; 2; CHEN Zheng-han1

..............page:1219-1228

Evolution mechanism of Yuanjiawan landslide in the process of slope cutting and excavation
ZHANG Fan-yu1; LIU Gao1; 2*; CHEN Wen-wu1; 2; HAN Wen-feng1; 3; LIANG Shou-yun1; 2 ; Ministry of Education; Lanzhou 730000; China; 3. Tianjin Institute of Urban Construction; Tianjin 300384; China)

..............page:1248-1254

Transmission of elastic P-wave across one fracture with improved nonlinear normal deformation behaviors
YU Jin1; 2; QIAN Qi-hu2; LIN Cong-mou1; ZHAO Xiao-bao3

..............page:1156-1164

Influence of initial dry density and clay content on steady state strength of silty soil in Yellow River Delta
LIU Hong-jun1; 2; Lü Wen-fang2; YANG Jun-jie1; 2; WANG Xiu-hai1; 2

..............page:1287-1291

yan tu gong cheng xue bao zheng gao jian ze

..............page:1146

Development of a new true tri-axial apparatus
SHAO Sheng-jun1; 2; LUO Ai-zhong1; DENG Guo-hua1; PAN De-yong1

..............page:1172-1179

Effect of particle shape on biaxial tests simulated by particle flow code
ZHANG Chong; SHU Gan-ping

..............page:1281-1286