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Suggestion and verification on modified CBR test method for expansive soils fill
YANG Heping, ZHAO Pengcheng, ZHENG Jianlong
2007, 29(12): 1751-1757.
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Elastic-plastic solution for axially loaded single pile considering variation of shear stiffness coefficient
WANG Xudong, LIU Yuyi, ZAI Jinmin, ZHU Hongbo
2007, 29(12): 1758-1762.
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Study on catastrophe mechanism for roof strata in shallow seam longwall mining
YANG Zhilin, YU Xueyi, GUO Heming, GUO Wen, XIE Daping
2007, 29(12): 1763-1766.
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Rock slope stability analysis based on plasticity limit theory——method of slices with inclined interfaces
WANG Genlong, WU Faquan, LI Juwen
2007, 29(12): 1767-1771.
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Constructing method of fuzzy membership function of geotechnical parameters and its application
SU Yonghua
2007, 29(12): 1772-1779.
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Analysis and illustration on deviatoric stress strain energy generation of surrounding rock in circuar tunnel excavation
PAN Yue, LI Aiwu, QI Yunsong
2007, 29(12): 1780-1786.
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Effect of rail rigidity on track-ground vibration due to a high-speed train
CAI Yuanqiang, SUN Honglei, XU Changjie
2007, 29(12): 1787-1793.
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Element-free Galerkin method based on Monte Carlo integration and its application in seepage analysis
JIE Yuxin, LIU Yan
2007, 29(12): 1794-1799.
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Tests on interfacial seepage between asphalt concrete facing and soil blanket
HAO Jutao, LIU Zenghong, QU Yang
2007, 29(12): 1800-1803.
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Improved design method of geosynthetic reinforced pile supported embankments on soft soil
CHEN Fuquan, LI Achi
2007, 29(12): 1804-1808.
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3D analysis of ultimate bearing capacity by numerical limit analysis
HUANG Qiwu, JIA Cangqin
2007, 29(12): 1809-1814.
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Numerical modeling of subway tunnels in liquefiable soil under earthquakes and verification by centrifuge tests
LIU Guanglei, SONG Erxiang, LIU Huabei
2007, 29(12): 1815-1822.
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Study on bearing performance of rectangular closed diaphragm walls as bridge foundation under vertical loading
WEN Hua, CHENG Qiangong, CHEN Xiaodong, MENG Fanchao
2007, 29(12): 1823-1830.
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Consolidation analysis of composite ground with undrained penetrating piles under embankment load
YANG Tao, LI Guowei
2007, 29(12): 1831-1836.
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Analysis of burried pipes with joints under action of seismic motion
JIANG Tong, SONG Xiaoxing
2007, 29(12): 1837-1843.
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Numerical simulation of grouting in space fracture network of rock mass
LUO Pingping, CHEN Lei, ZOU Zhengsheng
2007, 29(12): 1844-1848.
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Experimental study on EPB shield tunnel construction in soft ground
XU Qianwei, ZHU Hehua, LIAO Shaoming, ZHENG Qizhen, ZHOU Kui
2007, 29(12): 1849-1857.
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Analysis for interaction of pile groups based on three-dimensional elastic theory
HONG Xin, YANG Min
2007, 29(12): 1858-1864.
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Constitutive model for rockfill material considering grain crushing
MI Zhankuan, LI Guoying, CHEN Tielin
2007, 29(12): 1865-1869.
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Numerical analysis of cutting slope stability in expensive soils considering water-increased state
LIU Yigao, ZHOU Yufeng, ZHENG Jianlong
2007, 29(12): 1870-1875.
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Swelling characteristics and hydraulic properties of GCLs under vertical stress
LI Zhibin, XU Chao
2007, 29(12): 1876-1880.
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Aseismic stability analysis for reinforced slopes of high core rock-fill dams
LI Hongjun, CHI Shichun, LIN Gao
2007, 29(12): 1881-1887.
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Computation of lateral soil pressure on soil nailing wall considering cohesion force and cut slope angle
MA Ping, QIN Siqing, SUN Qiang
2007, 29(12): 1888-1891.
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Shaking table tests on subway station joint structure and 3D numerical simulation of seismic response
YANG Linde, WANG Guobo, ZHENG Yonglai, MA Xianfeng
2007, 29(12): 1892-1898.
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Analysis of deformation behavior of deep excavations supported by permanent structure
WANG Jianhua, XU Zhonghua, WANG Weidong
2007, 29(12): 1899-1903.
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Mechanical properties of rock material under dynamic uniaxial tension
LIU Shiqi, LI Haibo, LI Junru
2007, 29(12): 1904-1907.
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Chinese Journal of Geotechnical Engineering Contents of Vol.29,No. 1～12,2007(Total No. 170～181)
2007, 29(12): 1908-1928.
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