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An elastoplastic model for rockfill materials considering particle breakage
CHEN Sheng-shui, FU Zhong-zhi, HAN Hua-qiang, PENG Cheng
2011, 33(10): 1489-1495.
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Centrifugal model tests on ancient bank landslide
CHEN Xiao-ping, HUANG Jing-wu, NG C W W, MA Shao-kun
2011, 33(10): 1496-1503.
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Large-scale 3D simulati on of rock-mass deformation under static-dynamical coupling loading
WU Yong-ping, WU Xue-ming
2011, 33(10): 1504-1510.
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Theoretical analysis of pullout deformation and stiffness of grouted rockbolts
XU Hong-fa, WANG Wu, JIANG Miao, TONG Quan
2011, 33(10): 1511-1516.
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Tribological explanation of effective stress controlling shear strength of saturated geomaterials
LEI Guo-hui, CHEN Jing-jing
2011, 33(10): 1517-1525.
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Post-installation residual stresses in preformed piles jacked into granular soils
YU Feng, THAM Leslie George, YANG Jun, LEE Peter Kai Kwong
2011, 33(10): 1526-1536.
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Model tests on elevated piles subjected to lateral static and impact loading
ZHU Bin, KONG Ling-gang, GUO Jie-feng, CHEN Ren-peng, ZHOU Yan-guo
2011, 33(10): 1537-1546.
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Characteristics and formation mechanism of deep differential weathering rock mass in Emei Mountain basalt canyon slope
HAN Gang, ZHAO Qi-hua, PENG She-qin
2011, 33(10): 1547-1553.
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DCBEM-FEM coupling method for response analysis of adjacent pipelines due to tunneling
ZHANG Zhi-guo, HUANG Mao-song, WANG Wei-dong
2011, 33(10): 1554-1561.
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New integrated analysis method to analyze stress regime of engineering area
WANG Cheng-hu, ZHANG Yan-shan, GUO Qi-liang, ZHAO Shi-guang
2011, 33(10): 1562-1568.
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An internal-variable creep model for soils
WANG Zhe-chao, QIAO Li-ping, LI Shu-cai, LIN Chun-jin
2011, 33(10): 1569-1575.
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Temperature effect on hydro-physical properties of clayey soils
SHAO Yu-xian, SHI Bin, LIU Chun, GU Kai, TANG Chao-sheng
2011, 33(10): 1576-1582.
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Boundary value of high hydraulic pressure upon segment lining in railway tunnels
ZHOU Ji-min, HE Chuan, ZHANG Zeng
2011, 33(10): 1583-1589.
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Development and application of salt rock-similar materials with rheological property
LIU De-jun, LÜ Jing, ZHANG Qiang-yong, DUAN Kang, CHEN Xu-guang
2011, 33(10): 1590-1595.
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Some problems concerning shear strength of soil in soft clay ground
GONG Xiao-nan
2011, 33(10): 1596-1600.
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Field tests on behavior of destructive and non-destructive base-grouting piles under compression
ZHANG Zhong-miao, ZHANG Qian-qing
2011, 33(10): 1601-1608.
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Technology of double-confined water treatment of metro interchange station under complex soil layers
XING Hao-feng, ZHANG Zhen, WU Jie-mei, XU Chao, YE Guan-bao
2011, 33(10): 1609-1614.
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3D numerical simulation of growth of surface crack of rock specimens
LIANG Zheng-zhao, LI Lian-chong, TANG Shi-bin, ZHANG Yong-bin
2011, 33(10): 1615-1622.
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Seismic response analysis of a subway station in liquefiable soil
WANG Gang, ZHANG Jian-min, WEI Xing
2011, 33(10): 1623-1627.
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Influence of admixture on strength of stabilized soils
DENG Xiao-xuan, HUANG Xin, NING Jian-guo
2011, 33(10): 1628-1633.
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Influence law of EPS size on shear strength of light weight soil
HOU Tian-shun, XU Guang-li
2011, 33(10): 1634-1641.
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Development of soil rotational rheometer and experiment on plastic flow characteristics of conditioned soil in earth pressure balance shield
MENG Qing-lin, QU Fu-zheng, LI Shou-ju
2011, 33(10): 1642-1648.
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