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Coupled thermo-hydro-mechanical model and 2D FEM analysis for FEBEX in-situ test
ZHANG Yujun
2007, 29(3): 313-318.
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A complex variable solution for different kinds of oval deformation around circular tunnel in an elastic half plane
WANG Lizhong, Lv Xuejin
2007, 29(3): 319-327.
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Generalized limit equilibrium method of ultimate load on foundation
HUANG Chuanzhi
2007, 29(3): 328-332.
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Theoretical study and model test on consolidation of warping clay in the cracks of clay blanket
ZHANG Liting, QI Qinglan, WANG Jian, WEI Jing
2007, 29(3): 333-337.
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Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness
HUANG Xuefeng, CHEN Zhenghan, HA Shuang, XUE Saiguang, SUN Shuxun
2007, 29(3): 338-346.
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A predicting model for ground movement induced by non-uniform convergence of tunnel
HAN Xuan, LI Ning
2007, 29(3): 347-352.
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Study on the indeterminacy of the earth pressure on rigid retaining walls
LI Xinggao, LIU Weining
2007, 29(3): 353-359.
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Experimental research on compaction characteristics of aeolian sand
YUAN Yuqing, WANG Xuancang
2007, 29(3): 360-365.
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Scattering of steady shear waves around a circular cavity in half-space of saturated soil
JIANG Lingfa, WANG Jianhua, ZHOU Xianglian
2007, 29(3): 366-371.
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Numerical simulation of distributions of shear strain rate and displacements on free surfaces of three dimensional rock specimen in uniaxial compression
WANG Xuebin
2007, 29(3): 372-378.
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Study on the behavior of composite foundation with hybrid piles in layered soils
LIANG Fayun, CHEN Longzhu, LI Jingpei
2007, 29(3): 379-384.
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Dynamic failure analysis on granite under uniaxial impact compressive load
ZHAI Yue, Ma Guowei, ZHAO Junhai, HU Changming
2007, 29(3): 385-390.
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A practical stability analysis method for the soft soil foundation on Pearl River Delta
HUANG Teng, TAN Xiangshao, WU Yugang
2007, 29(3): 391-397.
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Analysis of settlement and internal forces of group pile due to tunneling
LI Zao, HUANG Maosong
2007, 29(3): 398-402.
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Numerical modeling of liquefaction-induced deformation in sand
WANG Gang, ZHANG Jianmin
2007, 29(3): 403-409.
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Load superposition for accelerating creep test of geosynthetics
LI Lihua, WANG Zhao, CHEN Lun
2007, 29(3): 410-413.
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Permeation of organic solvents through HDPE geomembrane using ASTM F739 and immersion methods
CHAO Keh ping, WANG Ping, WANG Ya ting
2007, 29(3): 414-419.
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Assessment of seepage time-varying risk rate for embankments and dams based on Bayesian approach
JIANG Shuhai, FAN Ziwu
2007, 29(3): 420-424.
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Study on cooling mechanism of a new type ripped-stone embankment in high temperature area
LI Ning, KANG Jiamei, QUAN Xiaojuan
2007, 29(3): 425-429.
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Experimental studies and new ideas on the lateral stress in soil
WANG Xiuyan, TANG Yiqun, ZANG Yizhong, CHEN Jiang, HAN Shuangping
2007, 29(3): 430-435.
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Experimental investigation on soil arching in piled reinforced embankments
CAO Weiping, CHEN Renpeng, CHEN Yunmin
2007, 29(3): 436-441.
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Dynamic stiffness of rigid strip foundation on layered saturated soil
YOU Hongbing, ZHAO Fengxin, LIANG Jianwen
2007, 29(3): 442-446.
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Calculation of tension in HDPE geotechnical membrane under complicated loads
DENG Xuejing, KONG Xianjing, ZOU Degao
2007, 29(3): 447-451.
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Evaluation of the permanent displacement of rock mass slope considering deterioration of slide surface during earthquake
QI Shengwen
2007, 29(3): 452-457.
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Improved tangent modulus of nonlinear soil model
WANG Wei, LU Tinghao, ZHOU Ganwu
2007, 29(3): 458-462.
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Distance discriminant analysis to the classification of the grade of shrink and expansion for the expansive soils
GONG Fengqiang, LI Xibing
2007, 29(3): 463-466.
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The least upper-bound solution for safety factor of slope by dynamic programming
FAN Pengxian, ZHU Dayong, GUO Zhikun, CHEN Wanxiang
2007, 29(3): 467-470.
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