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    SWCC model for double-pore structured unsaturated clay
    CAI Guo-qing, HAN Bo-wen, WANG Ya-nan, JIANG Tian, XIE Lin, ZHANG Ce
    2022, 44(S1): 1-5. DOI: 10.11779/CJGE2022S1001
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    Compression characteristics and particle crushing behavior of coral sand–quartz sand mixture under confined high pressure
    WANG Wei-guang, YAO Zhi-hua, LI Wan, ZHANG Jian-hua
    2022, 44(S1): 6-11. DOI: 10.11779/CJGE2022S1002
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    Three-dimensional modified Cam-clay model for structured soils
    LI Hang-zhou, ZHANG Zhi-long, LIAO Hong-jian, SONG Li, XU Jian-teng
    2022, 44(S1): 12-16. DOI: 10.11779/CJGE2022S1003
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    Triaxial tests on mechanical properties of undrained and unvented unsaturated clayey sandy soil
    MIAO Qiang-qiang, CHEN Zheng-han, ZHU Qing-qing
    2022, 44(S1): 17-23. DOI: 10.11779/CJGE2022S1004
    Abstract PDF
    Influences of drainage capacity on filtration performance of dam gravel materials
    LI Wei, HAN Hua-qiang, JIANG Kui-chao, WU Ji-cai, FU Hua
    2022, 44(S1): 24-28. DOI: 10.11779/CJGE2022S1005
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    Experimental study on water and soil retention of slopes by MICP surface mineralization combined with vegetation
    LIU Shi-ya, LIU Jia-qing, ZHOU Cheng, WANG Yi-bing, CHEN Qun, ZHONG Qi-ming
    2022, 44(S1): 29-34. DOI: 10.11779/CJGE2022S1006
    Abstract PDF
    Evolution characteristics and generalized model of multi-level microstructure of undisturbed expansive soils during dehumidification
    LI Tian-guo, KONG Ling-wei, ZHOU Zhen-hua
    2022, 44(S1): 35-39. DOI: 10.11779/CJGE2022S1007
    Abstract PDF
    Influences of water phase change/migration factors in hydro-thermal coupling model for unsaturated soils
    ZENG Zhao-jun, TANG Chao-sheng, CHENG Qing, AN Ni, SHI Bin
    2022, 44(S1): 40-45. DOI: 10.11779/CJGE2022S1008
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    Experimental study on shear strength of fluid-solidified soil of weathered sandstone based on orthogonal design
    ZHU Yan-peng, WANG Hao, LIU Dong-rui, LÜ Yu-bao, ZHANG Zhi-qi
    2022, 44(S1): 46-51. DOI: 10.11779/CJGE2022S1009
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    Multi-field coupling analysis of water-heat-salt in composite unsaturated soils
    GAO Guo-yao, GUO Wei, ZHOU Feng-xi
    2022, 44(S1): 52-57. DOI: 10.11779/CJGE2022S1010
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    Model tests and stability of accumulation landslides under coupling action of earthquake and rainfall
    YANG Xiao-hui, CHEN Kun-quan, DIAO Xian-feng, ZHOU Ting-yu
    2022, 44(S1): 58-62. DOI: 10.11779/CJGE2022S1011
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    Influences of column cap on progressive failure and stability characteristics of column-supported embankments
    XIN Gong-feng, ZHOU Hai-zuo, ZHANG Wen-liang, ZHENG Gang, YANG Xin-yu, YU Xiao-xuan, XU Shi-qian
    2022, 44(S1): 63-67. DOI: 10.11779/CJGE2022S1012
    Abstract PDF
    Experimental study on bearing characteristics of biocemented coral sand piles in coral sand foundation
    SHEN Chun-ni, FANG Xiang-wei, HU Feng-hui, YAO Zhi-hua, LI Yang-yang
    2022, 44(S1): 68-73. DOI: 10.11779/CJGE2022S1013
    Abstract PDF
    True triaxial tests on transversely isotropic unsaturated loess
    GUO Nan, CHEN Zheng-han, YANG Xiao-hui, GAO Deng-hui
    2022, 44(S1): 74-79. DOI: 10.11779/CJGE2022S1014
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    Multiphase flow computational model for extraction of gas hydrates in marine soft soils
    ZHANG Peng-wei, ZHOU Yang-xin, GAO Wen-zhe, LIU Bao-guo
    2022, 44(S1): 80-84. DOI: 10.11779/CJGE2022S1015
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    Compressive bearing characteristics of metal grillage foundation in aeolian sand areas
    LIU Guan-shi, ZHANG Cheng-cheng, ZHAO Qing-song, XU Guo-fang, CHEN Cheng, TIAN Sheng-kui
    2022, 44(S1): 85-91. DOI: 10.11779/CJGE2022S1016
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    Particle breakage characteristics of frozen ideal uniform sands under triaxial compression
    CHEN Rong, SUN He, HAO Dong-xue, WU Zhi-yong, GAO Yu-cong
    2022, 44(S1): 92-97. DOI: 10.11779/CJGE2022S1017
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    Model tests and bearing characteristics of tunnels under semi-inlaid mudstone and semi-loess
    LI Rong-jin, ZOU Xin, LI Rong-jian, LIN Guo-qiang, BAI Wei-shi, ZHANG Jin
    2022, 44(S1): 98-103. DOI: 10.11779/CJGE2022S1018
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    Supporting characteristics of segmental diaphragm walls in strip foundation pits under spatial effects
    RAO Qiu-chen, LI Qi, WANG Qian
    2022, 44(S1): 104-108. DOI: 10.11779/CJGE2022S1019
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    Gas-water interface migration characteristics of shallow gas reservoirs in Hangzhou Bay during advanced exhaust
    GUO Jiang-tao, WANG Yong, JIA Peng-fei, LAI Xiang-hua, KONG Ling-wei
    2022, 44(S1): 109-114. DOI: 10.11779/CJGE2022S1020
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    Temperature effects on shrinkage properties of swell-shrink soils
    PAN Bin, ZENG Zhao-tian, MO Hong-yan, LIU Zhao-qiang, CUI Zhe-qi
    2022, 44(S1): 115-120. DOI: 10.11779/CJGE2022S1021
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    Consolidation characteristics of unsaturated sandy clayey purple soils
    XIA Hao-cheng, WANG Shi-ji, LI Xian, YANG Xun
    2022, 44(S1): 121-125. DOI: 10.11779/CJGE2022S1022
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    Comparative analysis and parameter determination method of shear strength models for unsaturated clayey soils
    ZHAO Yu-xin, LIU Yan, LI Xu, LUO Ya-sheng
    2022, 44(S1): 126-131. DOI: 10.11779/CJGE2022S1023
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    Model and field tests on detection effects of tunnel lining cavity by GPR
    ZHU Zhao-rong, ZHAO Shou-quan, QIN-Xin, WU Hong-gang, ZHAO Chang-yao, WU Xiao-peng
    2022, 44(S1): 132-137. DOI: 10.11779/CJGE2022S1024
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    Causes and reinforcement measures for expansive soil dangerous situations of high slopes
    REN Jia-li, HU Sheng-gang, CHENG Yong-hui, ZHANG Nan
    2022, 44(S1): 138-142. DOI: 10.11779/CJGE2022S1025
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    Review on researches on horizontal swelling pressure of expansive soils after humidification
    ZHANG Si-hua, YUAN Chong-xuan, LIU Yun-long, XIA Yan-yan
    2022, 44(S1): 143-147. DOI: 10.11779/CJGE2022S1026
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    A structural bounding surface constitutive model for unsaturated soils and its verification
    WANG Chun-ying, CAI Guo-qing, HAN Bo-wen, SU Yan-lin, LI Meng-zi, LI Jian
    2022, 44(S1): 148-153. DOI: 10.11779/CJGE2022S1027
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    Mechanical behavior of granite residual soil during wetting considering effects of initial unloading
    SHU Rong-jun, KONG Ling-wei, WANG Jun-tao, JIAN Tao, ZHOU Zhen-hua
    2022, 44(S1): 154-159, 165. DOI: 10.11779/CJGE2022S1028
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    Experimental study on effects of water content on small-strain shear modulus of undisturbed loess
    JIAN Tao, KONG Ling-wei, BAI Wei, WANG Jun-tao, LIU Bing-heng
    2022, 44(S1): 160-165. DOI: 10.11779/CJGE2022S1029
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    Creep characteristics of lacustrine sedimentary peaty soil
    RUAN Yong-fen, ZHU Shang-wang, QIAO Wen-jian, WU Long, CAI Long
    2022, 44(S1): 166-171. DOI: 10.11779/CJGE2022S1030
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    Stability calculation and numerical simulation of multi-stage high loess slopes
    YANG Xiao-hui, LU Fa, GUO Nan, ZHU Yan-peng, ZHOU Shuai-kang
    2022, 44(S1): 172-177. DOI: 10.11779/CJGE2022S1031
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    Experimental study on pore structure and freezing characteristics of graded soils based on NMR
    LIU Qian-qian, CAI Guo-qing, HAN Bo-wen, QIN Yu-teng, LI Jian
    2022, 44(S1): 178-182. DOI: 10.11779/CJGE2022S1032
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    Improvement and application of Green-Ampt infiltration model for vegetated cement soil in vegetation restoration of slopes
    HUANG Liang-yu, HE Ting-quan, ZHOU Cheng, ZENG Hong-yan, CHEN Qun, ZHONG Qi-ming
    2022, 44(S1): 183-188. DOI: 10.11779/CJGE2022S1033
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    Experimental study on service performance of capillary barrier cover with unsaturated drainage layer
    LI Xiao-kang, LI Xu, WU Yang, WANG Fei
    2022, 44(S1): 189-194. DOI: 10.11779/CJGE2022S1034
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    Stability of accumulation landslides with broken-line slip surface under action of continuous rainfall
    YANG Xiao-hui, ZHANG Zhi-wei, GUO Nan, ZHU Yan-peng
    2022, 44(S1): 195-200. DOI: 10.11779/CJGE2022S1035
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    Effects of soil reinforcement at bottom of foundation pits on deformation characteristics of retaining walls under eccentric loads
    ZHOU Guo-qiang, WU Ming-ming, WANG Jing, GU Wen-chao, XU Qi-liang, FANG Min-jie
    2022, 44(S1): 201-206. DOI: 10.11779/CJGE2022S1036
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    Influence factors and deformation laws of uneven settlement of a loess-filling foundation
    YANG Xiao-hui, QIAN Bao, Guo Nan, DING Bao-yan, ZHANG Guo-hua
    2022, 44(S1): 207-212. DOI: 10.11779/CJGE2022S1037
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    Load transfer of super-long piles considering influences of non-Darcy flow
    ZHANG En-xiang, ZHAO Tian-shi, WANG Zheng-zhen, DAI Guo-liang, ZHOU Yong, LONG Zhao, YANG Yang
    2022, 44(S1): 213-218. DOI: 10.11779/CJGE2022S1038
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    Field tests on bearing capacity of digging-hole pile for transmission lines under complex loads
    CUI Qiang, YANG Wen-zhi
    2022, 44(S1): 219-225. DOI: 10.11779/CJGE2022S1039
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    Influences of excavation of foundation pit of underground pipe gallery on mechanical deformation characteristics of CFG piles
    LIU Tao, HU Bo-chun, YANG Xun
    2022, 44(S1): 226-230. DOI: 10.11779/CJGE2022S1040
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    Method for calculating negative skin friction of pile foundation in large- thickness self-weight collapsible loess sits
    GAO Deng-hui, ZHAO Kuan-yao, JIN Song-li, XING Yi-chuan, CHU Wen-shu, FAN Ji-fei, ZHU Qiong
    2022, 44(S1): 231-235. DOI: 10.11779/CJGE2022S1041
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    Monitoring and numerical simulation analysis of support structures of deep foundation pit in special red sandstone stratum in Lanzhou
    LI Yu-jie, FENG Zhong-ju, ZHU Yan-peng
    2022, 44(S1): 236-240. DOI: 10.11779/CJGE2022S1042
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    Fitting model for soil water characteristics of lime-improved loess and its microscopic properties
    LIANG Zhi-chao, ZHANG Ai-jun, REN Wen-yuan, WANG Yu-guo, HU Jin-fang, HAN Jing-wen
    2022, 44(S1): 241-246. DOI: 10.11779/CJGE2022S1043
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    Deformation control of surrounding rock of rectangular pipe-jacking tunnels considering key construction parameters
    SHE Fang-tao, WU Zheng-qi, ZHOU Wei-zong, LIU Guo-ping, LI Lei
    2022, 44(S1): 247-253. DOI: 10.11779/CJGE2022S1044
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    Bearing characteristics and method of prefabricated for support structure frame-prestressed anchor cable
    GUO Nan, LU Fa, YANG Xiao-hui, MA Tian-zhong
    2022, 44(S1): 254-258. DOI: 10.11779/CJGE2022S1045
    Abstract PDF