Chinese Journal of Geotechnical Engineering 2010 Issue 12 Experimental study on deformation and bearing capacity of composite foundation with concrete-cored sand-gravel piles under high embankment load

Experimental study on deformation and bearing capacity of composite foundation with concrete-cored sand-gravel piles under high embankment load
TANG Tong-zhi1;ZHAO Wei-bing1;CHEN Jun-sheng2;CHENG Wan-zhao1

..............page:1829-1836

Numerical simulation of 3D hydraulic fracturing process
LI Gen;TANG Chun-an;LI Lian-chong;LIANG Zheng-zhao

..............page:1875-1881

Establishing soil constitutive model based on coupling stress
YAO Yang-ping;ZHU En-yang

..............page:1922-1929

Instability behavior for side slope with bedding rock mass
YANG Zhi-lin

..............page:1888-1891

Stability of embankment on soft subgrade reinforced by rigid inclusions(Ⅱ)——group piles analysis
ZHENG Gang1;2;LIU Li1;2;HAN Jie3 Department;The University of Kansas;Kansas state;USA)

..............page:1811-1820

Experimental study on frost action of fine-grained soils under dynamic and static loads
TIAN Ya-hu;LIU Jian-kun PENG Li-yun

..............page:1882-1887

Theoretical analysis and numerical simulation of three-dimensional bifurcation by constitutive model for over-consolidated clays
ZHEN Wen-zhan;SUN De-an;DUAN Bo

..............page:1910-1915

di shi yi jie quan guo qing nian yan shi li xue yu gong cheng xue shu da hui tong zhi
wang zai quan

..............page:1941

A method of measuring high water content for marine clay with high salinity by TDR
CAO Yu-peng;DENG Yong-feng;HONG Zhen-shun

..............page:1916-1921

Time and space prediction of collapse of loose wall rock at tunnel exit
WANG Ying-chao1;SHANG Yue-quan1;XU Xing-hua1;XIAO Yun-hua2;YAN Xi-shui1

..............page:1868-1874

Chinese Journal of Geotechnical Engineering Contents of Vol.32,No. 1～12,(Total No. 207～212,214,216)2010

..............page:1975-1994

yan tu gong cheng xue bao zheng gao jian ze

..............page:1808

Centrifuge modeling of cracking and hydraulic fracturing in core dams induced by abrupt change of bank slope
NIU Qi-fei1;HOU Yu-jing1;LIANG Jian-hui1;PENG Chong2

..............page:1935-1941

Response of adjacent single pile due to tunnelling based on p-y curve
ZHANG Rong-jun;ZHENG Jun-jie;PU He-fu;ZHAO Dong-an

..............page:1837-1845

di ba jie quan guo gong cheng pai shui yu jia gu ji shu yan tao hui di 1 hao tong zhi : lun wen zheng ji

..............page:1828

Horizontal bearing capacity of pile foundation in high-piled wharf with inclined ground surface
LIU Zi-sheng;ZHUO Yang;SHI Bei-ling;ZHOU Guo-ran

..............page:1861-1867

Cyclic shearing behavior of K₀-consolidated clay and its rheological simulation
WANG Li-zhong1;DAN Han-bo2;1;LI Ling-ling1;

..............page:1946-1955

Fundamental equations and analytic methods of three-dimensional slope stability
LI Shu-qi1;2;3;HUANG Chuan-zhi1;2;3;CAO Yong-hua1;2;3;LIU Ai-ming1;2;3

..............page:1892-1897

Interval parameters and credibility of representative values of tensile and compression strength tests on rock
DONG Long-jun;LI Xi-bing

..............page:1969-1974

Settlement caused by dewatering at Yishanlu Metro Station in Shanghai
LUAN Chang-qing1;KAN Hong-ming1;TANG Yi-qun2

..............page:1961-1968

Experimental study on surface-layer improvement of soft foundation filled by newly dreged silt
YING Shu1;GAO Chang-sheng2;HUANG Jia-qing2

..............page:1956-1960

New method for stability slopes reinforced by anti-slide piles with small spacing
FENG Jian-gang1;XU Ying2;ZHOU Xiao-guo2

..............page:1942-1945

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

..............page:1960

3D FEM numerical forward modeling of direct current electrical resistivity based on PCG algorithm
LIU Bin;LI Shu-cai;LI Shu-chen;NIE Li-chao

..............page:1846-1853

Failure modes and compression strength of frozen clay under thermal gradient
ZHAO Xiao-dong1;2;ZHOU Guo-qing1;2;CHEN Guo-zhou1;2

..............page:1854-1860

Estimation of ground settlement aroused by deep excavation
YANG Min1;2;LU Jun-yi3

..............page:1821-1828

Field tests on behaviors of geogrid-reinforced lime treated soil retaining walls
YANG Guang-qing1;2;DU Xue-ling1;ZHOU Qiao-yong1;ZHANG Bao-jian1

..............page:1904-1909

Unconfined compressive strength properties of cement solidified/stabilized lead-contaminated soils
CHEN Lei1;2;LIU Song-yu1;DU Yan-jun1;JIN Fei1

..............page:1898-1903

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

..............page:1955

Critical load of ground considering load embedded depth and variation of K₀
CHEN Le-yi1;2;LI Jing-pei1;LIANG Fa-yun1

..............page:1930-1934