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Crushing and fractal behaviors of quartz sand-gravel particles under confined compression
ZHANG Jiru, ZHU Jie, HUANG Wenjing
2008, 30(6): 783-789.
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Liquefaction of sand under bi-directional cyclic loading
LUAN Maotian, JIN Dan, XU Chengshun, ZHANG Qiyi, ZHANG Zhendong
2008, 30(6): 790-794.
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Analysis of effects of "5.12" Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam
CHEN Shengshui, HUO Jiaping, ZHANG Weimin
2008, 30(6): 795-801.
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Deformation properties of rock mass with intermittent cracks under cyclic loading
XU Jianguang, ZHANG Ping, LI Ning
2008, 30(6): 802-806.
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Residual deformation behavior of rock-fill materials
ZOU Degao, MENG Fanwei, KONG Xianjing, XU Bin
2008, 30(6): 807-812.
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Analysis on textural stress and rock failure of diversion tunnels
YANG Lingqiang, ZHANG Sherong
2008, 30(6): 813-817.
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Control of deformation of operating subway station induced by adjacent deep excavation
GAO Meng, GAO Guangyun, FENG Shijin, YU Zhisong
2008, 30(6): 818-823.
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Soil displacements around jacked group piles based on construction sequence and compacting effects
LUO Zhanyou, GONG Xiaonan, ZHU Xiangrong
2008, 30(6): 824-829.
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Frequency features of microseismic signals
LI Zhimin, GOU Xiantai, JIN Weidong, QIN Na, LIU Jingbo
2008, 30(6): 830-834.
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Physical modeling of air-sparging technique for groundwater remediation
HU Liming, LIU Yi
2008, 30(6): 835-839.
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Scattering of P waves by canyons of arbitrary shape in fluid-saturated poroelastic layered half-space
YOU Hongbing, LIANG Jianwen, ZHAO Fengxin
2008, 30(6): 840-849.
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Stability of beams on modified Vlasov foundation subjected to lateral loads acting on the ends
MA Jianjun, LIU Qijian, ZHAO Yueyu
2008, 30(6): 850-854.
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Automatic modeling method of numerical analysis in geotechnical engineering based on 3D geologic model
LI Xinxing, ZHU Hehua, CAI Yongchang, LI Xiaojun
2008, 30(6): 855-862.
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Rotational hardening law of K0 consolidated structured soft clays
WANG Lizhong, SHEN Kailun
2008, 30(6): 863-872.
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Analytic solution of beams on Winkler foundation under complex conditions
LI Shunqun, ZHENG Gang
2008, 30(6): 873-879.
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Modelling of time-dependent behaviour of soft soils using simple elasto-viscoplastic model
YIN Zhenyu, ZHANG Dong, Mei, HICHER Pierre yves
2008, 30(6): 880-888.
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Development and application of 3D soil-structure interface test apparatus
ZHANG Jianmin, HOU Wenjun, ZHANG Ga, FENG Dakuo
2008, 30(6): 889-894.
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Relationship between structural strength and structural yield pressure of loess
CHEN Li, LI Jing, WANG Junqing, LI Qi
2008, 30(6): 895-899.
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Synergistic reaction of K+ and pllyvinyl alcohol on restraing swelling and hydrating behavior of expansive soil
YU Jinqing, HU Ruilin, SHANG Haimin, CUI Fangpeng, YANG Mingliang
2008, 30(6): 900-905.
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Forecasting of instability zones induced by creep fracture of tunnel rockmass
JIANG Yongdong, XIAN Xuefu, YANG Chunhe
2008, 30(6): 906-910.
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Reinforced earth retaining walls by FEM based on visco-elasto-plasticity
HE Guangchun, WANG Chengzhi, LIU Bo
2008, 30(6): 911-917.
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Dynamic response of slopes under earthquakes and influence of ground motion parameters
XU Guangxing, YAO Lingkan, LI Zhaohong, GAO Zhaoning
2008, 30(6): 918-923.
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Numerical analysis of wave-induced non-uniformity of soil strength
LIU Hongjun, ZHANG Minsheng, XU Guohui, CHEN Youyuan, WANG Xiuhai
2008, 30(6): 924-929.
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Refined simulation of initial geostress field based on sub-model method
QIN Weixing, FU Chenghua, WANG Weiming, CHEN Shenghong
2008, 30(6): 930-934.
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Depth of soil stabilization in passive area of foundation pits for Shanghai soft clay
QIN Aifang, HU Zhongxiong, PENG Shijuan
2008, 30(6): 935-940.
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Set pair analysis-variable fuzzy set model for evaluation of stability of surrounding rock
WANG Mingwu, LI Li, JIN Juliang
2008, 30(6): 941-944.
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Numerical study on behavior of super-long two-pile foundation in homogeneous soil
ZHANG Qixing, LU Chaoxin
2008, 30(6): 945-951.
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Discussion on sliding angle formula in "Computation of lateral soil pressure on soil nailing wall considering cohesion force and cut slope angle"
JIANG Zhongxin
2008, 30(6): 952.
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