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SMP-based anisotropic strength criteria of granular materials
ZHANG Lianwei, ZHANG Jianmin, ZHANG Ga
2008, 30(8): 1107-1111.
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Influence of water level on internal force of segments of shield tunnels
HUANG Qingfei, YUAN Dajun, WANG Mengshu
2008, 30(8): 1112-1120.
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Elastoplastic solution for excavation-pile interaction
DU Jinlong, YANG Min
2008, 30(8): 1121-1125.
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Mechanism and analytic model of wrinkled geomembranes around circular structures subjected to differential settlement
GAO Deng, ZHU Bin, CHEN Yunmin
2008, 30(8): 1126-1132.
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Strain localization of sand based on a state-dependent critical state model
HUANG Maosong, HU Ping, QIAN Jiangu
2008, 30(8): 1133-1139.
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Engineering behavior of lightweight fills of sand-EPS beads
DENG An, XIAO Yang, LIU Hanlong
2008, 30(8): 1140-1145.
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Study on parameter determination of structured clays
CHEN Tielin, CHEN Shengshui, ZHOU Cheng
2008, 30(8): 1146-1151.
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Cooling effect of embankments with perforated ventilation pipes
LIU Qi, SUN Binxiang, YANG Lijun, WANG Shuangjie, ZHANG Jinzhao
2008, 30(8): 1152-1157.
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Analysis on pile cap effect in composite foundation with high strength pile by centrifugal model tests
BUI Phu Doanh, LUO Qiang, ZHANG Liang
2008, 30(8): 1158-1164.
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Cyclic elasto-plastic constitutive model considering anisotropic effect
XIONG Yuchun, CHEN Jiuzhao
2008, 30(8): 1165-1170.
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Settlement of pile-soil composite foundation with cushion calculated by modified elasto-plastic analysis method
CHEN Changfu, ZHOU Zhijun, GONG Xiaonan
2008, 30(8): 1171-1177.
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Model test on effect of salt rock cavern on overburden
REN Song, JIANG Deyi, LIU Xinrong
2008, 30(8): 1178-1183.
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Stability analysis of diversion tunnel for Jinping Hydropower Station
CHEN Weizhong, WU Guojun, DAI Yonghao, CHEN Rong, CHEN Libao
2008, 30(8): 1184-1190.
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A suction probe for direct measurement of high matric suction
ZHANG Min, NG Charles W W, CHEN Rui
2008, 30(8): 1191-1195.
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Deformation behavior of sands subjected to cyclic rotation of principal stress axes
TONG Zhaoxia, YU Yilin, ZHANG Jianmin, ZHANG Ga
2008, 30(8): 1196-1202.
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Mechanical properties of Gypsum Breccia with different water contents
DENG Jianhua, HUANG Xingchun, PENG jiebing, CHEN Bingxiang
2008, 30(8): 1203-1207.
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Measurement of stress in piles and soil for composite foundation
XIAO Zhaoran, ZHAI Zhenwei, YUAN Fang
2008, 30(8): 1208-1212.
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Fundamental physical properties of soil polluted by acid and alkali in laboratory
LIU Hanlong, ZHU Chunpeng, ZHANG Xiaolu
2008, 30(8): 1213-1217.
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Surface settlement of deep foundation pits by excavation
NIE Zongquan, ZHANG Shanggen, MENG Shaoping
2008, 30(8): 1218-1223.
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Rheology properties of rock beams
FAN Qingzhong, LI Shucai
2008, 30(8): 1224-1228.
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Simulated SASW test for shallow three-layered ground
GUO Ye, HUANG Xin, WU Jiaye
2008, 30(8): 1229-1235.
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Water-physical properties of expansive soils modified by STW ecotypic soil stabilizer
HUANG He, SHI Bin, LIU Jin, JIANG Hongtao, GAO Wei
2008, 30(8): 1236-1240.
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Deformation control techniques for 200 m-high Hongjiadu Concrete Face Rockfill Dam
YANG Zeyan, JIANG Guocheng
2008, 30(8): 1241-1247.
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Summarization on control of subgrade landslide in Baoji-Zhongwei Railway
ZHAO Dean, WANG Tongjun, HUI Yuping, CHEN Zhimin, MA Zhouquan
2008, 30(8): 1248-1255.
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Simulation of solute transport in two-dimensional fracture network
DONG Zhigao, WU Jimin, HUANG Yong
2008, 30(8): 1256-1260.
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Discussion on "Studies on numerical manifold method for determination of safe thickness of karst roof in roadbed"
ZHU Aijun
2008, 30(8): 1261-1263.
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Reply to the discussion on "Studies on numerical method for determination of safe thickness of karst roof in roadbed"
CAO Wengui, ZHANG Yongjie
2008, 30(8): 1263-1264.
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