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Stress and deformation of high earth and rock-fill dams
YIN Zongze
2009, 31(1): 1-14.
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Finite layer method for numerical simulation of unsteady groundwater flow in cylindrical coordinate system
WANG Xudong, YIN Zongze, ZAI Jinmin, ZHU Hongbo
2009, 31(1): 15-20.
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The optimum moisture content of sand EPS beads mixed lightweight soil
ZHU Wei, LI Mingdong, ZHANG Chunlei, LI Hong
2009, 31(1): 21-25.
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Development of modified Cam-clay model considering effect of shape parameters and its implementation and validation
ZHANG Peisen, SHI Jianyong
2009, 31(1): 26-31.
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Active earth pressure for rigid retaining walls with different displacement modes
PENG Shuquan, LIU Aihua, FAN Ling
2009, 31(1): 32-35.
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Analysis of engineering characteristics of PHC pipe piles
XING Haofeng, ZHAO Hongwei, YE Guanbao, XU Chao
2009, 31(1): 36-39.
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Yield supporting design for deep and large-span soft rock caverns
YU Weijian, GAO Qian, ZHANG Zhouping, HUANG Wusheng
2009, 31(1): 40-47.
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New method for measuring groundwater level under vacuum preloading
LIU Hanlong, ZHOU Qi, GU Changcun
2009, 31(1): 48-51.
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Theoretical analysis of soil squeezing effect due to jacked piles based on variation principle
GAO Zikun, SHI Jianyong
2009, 31(1): 52-58.
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Pore characteristics of coarse grained soil and their effect on slurry permeability
SHAO Shengjun, LI Jianjun, YANG Fuyin
2009, 31(1): 59-65.
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Effect on plastic strain through the non-smoothness management of corner singularity
HU Qizhi, ZHOU Hui, YANG Xueqiang
2009, 31(1): 66-71.
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Experimental study on strength of cement soil under Mg2+and SO42- interaction influence
HAN Pengju, BAI Xiaohong, ZHAO Yongqiang, DONG Xiaoqiang, REN Jie
2009, 31(1): 72-76.
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Development and application of TDR probes to monitor water level and electrical conductivity
CHEN Renpeng, XU Wei, TANG Lvjun, CHEN Yunmin
2009, 31(1): 77-82.
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Three-dimensional nonlinear elastic viscoplastic constitutive model of soft rock
SONG Li, LIAO Hongjian, HAN Jian
2009, 31(1): 83-88.
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Experimental study on behaviors of piled foundation with connected and disconnected piles
ZHENG Gang, LIU Donglin, LI Jinxiu
2009, 31(1): 89-94.
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Effect of random field on Biot consolidation settlement
WANG Huajing, MIAO Linchang, ZHANG Jizhou
2009, 31(1): 95-99.
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Case study on settlement reducing piles
FANG Pengfei, ZHU Xiangrong, FENG Junhong
2009, 31(1): 100-104.
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Laboratory test on unsaturated hydraulic conductivity of densely compacted Gaomiaozi Bentonite under confined conditions
YE Weimin, QIAN Lixin, CHEN Bao, WANG Ju, CUI Yujun
2009, 31(1): 105-108.
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Modeling rate-dependent behaviors of soft subsoil under embankment loads
YIN Zhenyu, HUANG Hongwei, UTILI Stefano, HICHER Pierre Yves
2009, 31(1): 109-117.
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Secondary compression characteristics and settlement calculation of soft clay under overloading-unloading and reloading
LI Guowei, SHENG Weigao, JIANG Huazhong, YIN Zongze
2009, 31(1): 118-123.
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Vibration characteristics of high speed railway’s bridge-subgrade transition section
MA Weibin, HAN Zili, ZHU Zhonglin
2009, 31(1): 124-128.
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2D geometric modeling based on object-oriented techniques and its application in slope stability analysis
ZHANG Luyu, ZHENG Yingren, ZHANG Jianmin
2009, 31(1): 129-134.
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Introduction to geotechnical design code:Eurocode 7
CHEN Lihong
2009, 31(1): 135-138.
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Improvement effect of high energy dynamic compaction under complicated geological conditions
NIAN Tingkai, LI Hongjiang, YANG Qing, CHEN Yunjin, WANG Yuli
2009, 31(1): 139-144.
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Centrifugal model tests on deformation of slopes reinforced with piles
GAO Changsheng, WEI Rulong, CHEN Shengshui
2009, 31(1): 145-148.
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Prof.HUANG Wen-xi’s important academic achievements——for the 100th anniversary of Prof.HUANG Wen-xi’s birth
LI Guangxin
2009, 31(1): 149-152.
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