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    Advanced tangent modulus method and its application to calculation of foundation settlement
    YANG Guang-hua, LI Zhuo-xun, WANG Dong-ying, LI Zhi-yun, JIANG Yan
    2022, 44(5): 787-798. DOI: 10.11779/CJGE202205001
    Abstract PDF
    One-dimensional transport of transient diffusion-advection of organic contaminant through composite liners
    FENG Shi-jin, PENG Ming-qing, CHEN Zhang-long, CHEN Hong-xin
    2022, 44(5): 799-809. DOI: 10.11779/CJGE202205002
    Abstract PDF
    Analytical solution for dynamic response of offshore large-diameter pipe piles subjected to horizontal dynamic loads
    ZHENG Chang-jie, LIN Hao, CAO Guang-wei, DING Xuan-ming, LUAN Lu-bao
    2022, 44(5): 810-819. DOI: 10.11779/CJGE202205003
    Abstract PDF
    Settlement calculation method for sand compaction piles under water based on in-situ measurement
    KOU Xiao-qiang, YU Jian, XU Xin-wei, SONG Shen-you, GAO Chao
    2022, 44(5): 820-826. DOI: 10.11779/CJGE202205004
    Abstract PDF
    Field measurement and mechanism of inclined and vertical piles in foundation pits
    LIU Chang, MA Li-yao, ZHENG Gang, YAN Cheng-dong, YANG Yu-hang
    2022, 44(5): 827-835. DOI: 10.11779/CJGE202205005
    Abstract PDF
    Stability analysis of ultra-high-steep reinforced soil-filled slopes based on centrifugal model tests and numerical calculation
    REN Yang, LI Tian-bin, YANG Ling, WEI Da-qiang, TANG Jie-ling
    2022, 44(5): 836-844. DOI: 10.11779/CJGE202205006
    Abstract PDF
    Quality evaluation for measured data of slope displacement based on its spatial distribution
    CHEN Si-yu, ZHANG Ga
    2022, 44(5): 845-850. DOI: 10.11779/CJGE202205007
    Abstract PDF
    Anisotropic elastoplastic model for clays with improved yield surfaces and rotational hardening rule
    LI Meng-zi, CAI Guo-qing, ZHAO Cheng-gang
    2022, 44(5): 851-860. DOI: 10.11779/CJGE202205008
    Abstract PDF
    Three-dimensional loosely coupled effective stress method for seismic soil-structure interactions
    ZHAO Kai, XIA Gao-xu, WANG Yan-zhen, ZHAO Ding-feng, ZHUANG Hai-yang, CHEN Guo-xing
    2022, 44(5): 861-869. DOI: 10.11779/CJGE202205009
    Abstract PDF
    True triaxial tests on frozen sandy soil under different intermediate principal stress coefficients and negative temperatures
    MA Qin-yong, HUANG Kun, MA Dong-dong, YAO Zhao-ming, ZHOU Zhao-xi
    2022, 44(5): 870-878. DOI: 10.11779/CJGE202205010
    Abstract PDF
    Experimental design for dynamic centrifuge tests on a subway station structure in liquefied interlayer site
    ZHANG Zi-hong, XU Cheng-shun, YAN Guan-yu, DU Xiu-li, LI Yang, ZHOU Yan-guo
    2022, 44(5): 879-888. DOI: 10.11779/CJGE202205011
    Abstract PDF
    Effects of particle characteristics on small-strain dynamic properties of granular materials
    HUANG Zhi-peng, WEI Xiao, PAN Kun, YANG Zhong-xuan
    2022, 44(5): 889-897. DOI: 10.11779/CJGE202205012
    Abstract PDF
    Dilatancy equation for coarse-grained soils incorporating particle breakage energy
    WU Er-lu, ZHU Jun-gao, LU Yang-yang, QIAN Bin
    2022, 44(5): 898-906. DOI: 10.11779/CJGE202205013
    Abstract PDF
    Analytical solution for water-pile-soil interaction under horizontal dynamic loads on pile head
    ZHAO Mi, HUANG Yi-ming, WANG Pi-guang, XU Hai-bin, DU Xiu-li
    2022, 44(5): 907-915. DOI: 10.11779/CJGE202205014
    Abstract PDF
    Theoretical investigation of restraint effect of isolation piles on vertical ground displacements due to tunneling under the plane state
    CAO Li-qiang, CHEN Xiang-sheng, ZHANG Ding-li, SU Dong
    2022, 44(5): 916-925. DOI: 10.11779/CJGE202205015
    Abstract PDF
    Influences of morphology and hierarchy of roots on mechanical characteristics of root-soil composites
    XU Hua, YUAN Hai-li, WANG Xin-yu, WANG Dong, CHEN Jian-xun, RONG Cai-quan
    2022, 44(5): 926-935. DOI: 10.11779/CJGE202205016
    Abstract PDF
    Statistical damage simulation method for complete stress-strain path of rocks considering confining pressure effect and strength brittle drop
    ZHANG Chao, CAO Wen-gui, ZHAO Heng, HE Min
    2022, 44(5): 936-944. DOI: 10.11779/CJGE202205017
    Abstract PDF
    Soil-water characteristics and permeability of compacted loess considering effects of dry density
    ZHANG Lin, LI Tong-lu, CHEN Cun-li
    2022, 44(5): 945-953. DOI: 10.11779/CJGE202205018
    Abstract PDF
    Shear strength of reinforced soil interface under normal cyclic loading and its prediction
    WANG Jun, ZHU Chen, LIU Fei-yu, KONG Jian-jie, YAO Jia-min
    2022, 44(5): 954-960. DOI: 10.11779/CJGE202205019
    Abstract PDF
    Model tests on dynamic response of ballastless track X-shaped pile-raft foundation under long-term train loads
    SUN Guang-chao, LI Jian-lin, KONG Gang-qiang, LUO Ya, WANG Le-hua, DENG Hua-feng
    2022, 44(5): 961-969. DOI: 10.11779/CJGE202205020
    Abstract PDF
    Prediction model for TBM disc cutter wear based on dense core theory
    SHE Lei, ZHANG She-rong, HE Sun-wen, WANG Chao, LI Lei, JING Yong, LIU Yong
    2022, 44(5): 970-978. DOI: 10.11779/CJGE202205021
    Abstract PDF