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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.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    Theoretical analysis of pullout deformation and stiffness of grouted rockbolts
    XU Hong-fa, WANG Wu, JIANG Miao, TONG Quan
    2011, 33(10): 1511-1516.
    Abstract PDF
    Tribological explanation of effective stress controlling shear strength of saturated geomaterials
    LEI Guo-hui, CHEN Jing-jing
    2011, 33(10): 1517-1525.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    An internal-variable creep model for soils
    WANG Zhe-chao, QIAO Li-ping, LI Shu-cai, LIN Chun-jin
    2011, 33(10): 1569-1575.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    Some problems concerning shear strength of soil in soft clay ground
    GONG Xiao-nan
    2011, 33(10): 1596-1600.
    Abstract PDF
    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.
    Abstract PDF
    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.
    Abstract PDF
    Seismic response analysis of a subway station in liquefiable soil
    WANG Gang, ZHANG Jian-min, WEI Xing
    2011, 33(10): 1623-1627.
    Abstract PDF
    Influence of admixture on strength of stabilized soils
    DENG Xiao-xuan, HUANG Xin, NING Jian-guo
    2011, 33(10): 1628-1633.
    Abstract PDF
    Influence law of EPS size on shear strength of light weight soil
    HOU Tian-shun, XU Guang-li
    2011, 33(10): 1634-1641.
    Abstract PDF
    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.
    Abstract PDF