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Deformation behavior of 300m high-concrete face rockfill dams
LI Nenghui, SUN Dawei, LI Denghua, DENG Yiguo, YANG Jian
2009, 31(2): 155-160.
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Full-scale model tests on behavior of cast-in-place concrete pipe piles with large diameter under lateral loads
LIU Hanlong, ZHANG Jianwei, PENG Jie
2009, 31(2): 161-165.
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Inversion analysis of initial geostress in dam site of Guandi Hydropower Project
HE Jiangda, XIE Hongqiang, WANG Qizhi, XIAO Mingli
2009, 31(2): 166-171.
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Mechanical deformation characteristics of rock mass surrounding lateral enlarging excavation of tunnels with ultra-large sections
WU Zhangzhong, XU Guangli, WU Li, YE Qian
2009, 31(2): 172-177.
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Degradation of stiffness of soft clay under bidirectional cyclic loading
WANG Jun, CAI Yuanqiang, PAN Linyou
2009, 31(2): 178-185.
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Model test on bearing capacity and accumulated settlement of single pile subjected to axial cyclic loading
ZHU Bin, REN Yu, CHEN Renpeng, CHEN Yunmin, WANG Zhenyu
2009, 31(2): 186-193.
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Classification of expansive soils used as embankment fills
YANG Heping, ZHAO Pengcheng, ZHENG Jianlong
2009, 31(2): 194-202.
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Mechanism of crack interaction in hydraulic fracture of inclined wells
WANG Bojun, ZHANG Shicheng, ZHANG Jin
2009, 31(2): 203-206.
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In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium
WANG Yansen, XUE Libing, CHENG Jianping, HAN Tao, LI Jinhua
2009, 31(2): 207-212.
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Measurement of thermal conductivity and temperature effect of geotechnical materials
ZHANG Yanjun, YU Ziwang, HUANG Rui, WU Gang, HU Jihua
2009, 31(2): 213-217.
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Application of Cosserat theory to FEM analysis of cavern in interlayered rock mass
YANG Le, XIANG Wenhua, WU Delun, XIE Guihua
2009, 31(2): 218-222.
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Safety criterion of blasting vibration for structure based on wavelet packet analysis
ZHONG Guosheng, FANG Yingguang, XU Guoyuan, ZHAO Kui
2009, 31(2): 223-228.
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Finite element method with consideration shear strength reduction for prediction of landslide
LIN Hongchou, YU Yuzhen, LI Guangxin, PENG Jianbing
2009, 31(2): 229-233.
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Nonlinear seismic response of horizontal layered site due to inclined wave
YOU Hongbing, ZHAO Fengxin, RONG Mianshui
2009, 31(2): 234-240.
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Discussion on error of centrifugal acceleration in centrifugal model tests
YANG Junjie, LIU Qiang, LIU Fei, TOYOSAWA Y, HORII N
2009, 31(2): 241-246.
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Working property of soil anchors under loads on ground surface
HAO Jianbin, MEN Yuming, WANG Banqiao
2009, 31(2): 247-249.
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Large-scale model tests on dewater of dredged clay by use of ventilating vacuum method
DENG Dongsheng, HONG Zhenshun, LIU Chuanjun, DING Jianwen, HONG Pengyun
2009, 31(2): 250-253.
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Analysis on uplift resistance of cast-in-situ piles with large diameter
DONG Jinrong
2009, 31(2): 254-258.
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Estimation of strength and stability of surrounding rock mass for Fuxi double-arch tunnel
XU Gancheng, QIAO Chunsheng, LIU Baoguo, LI Chengxue
2009, 31(2): 259-264.
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Application of differential evolution to optimize exponential curve model of ultimate bearing capacity of single pile
XU Xiaojian, QIAN Deling, HUANG Xiaoping
2009, 31(2): 265-270.
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Anchoring effect of pressure-type anchor rods on anchored section
ZHANG Aimin, HU Yifu
2009, 31(2): 271-275.
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Centrifugal model test and numerical simulation on bearing capacity of red clay ground
MA Shaokun, HUANG Maosong, LIU Yilin, DU Zuolong
2009, 31(2): 276-281.
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Theory of stochastic finite layer method and its application in reliability analysis for foundation settlement
WANG Yinghe, WANG Baotian, MEI Guoxiong
2009, 31(2): 282-286.
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Analysis of some special engineering-geological problems of loess landslide
XU Ling, DAI Fu-chu, KWONG A K L, THAM L G, TU Xin-bin
2009, 31(2): 287-293.
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Dielectric constant tests on soils behind shield tunnel segment in Shanghai
LIU Hai, XIE Xiongyao
2009, 31(2): 294-297.
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Numerical manifold method of nonlinear analysis for rock and soil mass
ZHOU Xiaoyi, DENG Anfu
2009, 31(2): 298-302.
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Discussion on "Study on bearing capacity of rock-socked pile and safe thickness of cave roofs in karst region"
PAN Yue, QI Yunsong, LI Aiwu
2009, 31(2): 303-306.
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Reply to the discussion on "Study on bearing capacity of rock-socked pile and safe thickness of cave roofs in karst region"
ZHAO Minghua, JIANG Chong, CAO Wengui
2009, 31(2): 306-307.
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Discussion on "Effect of pile row distance on internal stress of double-row anti-slide piles"
MI Zhankuan
2009, 31(2): 307.
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Reply to the discussion on "Effects of piles row distance on internal stress of double-row anti-slide piles"
SHEN Yongjiang, Lv Qing, SHANG Yuequan
2009, 31(2): 308.
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Discussion on "Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method"
MEN Kai, HE Keqiang, GUO Dong, SUN Linna, ZHANG Wen
2009, 31(2): 309-310.
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Reply to the discussion on "Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method"
YANG Guanghua
2009, 31(2): 311-312.
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