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    Critical hydraulic gradient of soil flow failure in cohesive soil foundation
    DANG Fa-ning, ZHOU Mei, LI Yu-tao, DING Jiu-long, GAO Jun
    2021, 43(S1): 1-6. DOI: 10.11779/CJGE2021S1001
    Abstract PDF
    Limit analysis of slope stability supported by framed prestressed anchor rods
    ZHU Yan-peng, HOU Xi-nan, MA Xiang-xiang, YANG Kui-bin
    2021, 43(S1): 7-12. DOI: 10.11779/CJGE2021S1002
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    Nonlinear creep constitutive model for artificially prepared site soil
    HU Zai-qiang, WANG Kai, LI Hong-ru, LIANG Zhi-chao, JIAO Han-wei, WU Peng, CHEN Zhen-peng
    2021, 43(S1): 13-18. DOI: 10.11779/CJGE2021S1003
    Abstract PDF
    Calculation and analysis of bearing capacity of pile foundation based on PMT
    DENG Hui-yuan, DAI Guo-liang, ZHU Ming-xing, GONG Wei-ming
    2021, 43(S1): 19-24. DOI: 10.11779/CJGE2021S1004
    Abstract PDF
    Strength and structural anisotropy of loess
    WANG Li-qin, ZHAO Cong, HU Xiang-yang, LI Lun, WANG Zheng, LI Kai-yu
    2021, 43(S1): 25-29. DOI: 10.11779/CJGE2021S1005
    Abstract PDF
    Earth pressure problems under different plane strain strength theories and their application
    LIU Jin, ZHANG Yu, SHAO Sheng-jun, ZHAO Yang, MENG Tian-yi, SHE Fang-tao
    2021, 43(S1): 30-35. DOI: 10.11779/CJGE2021S1006
    Abstract PDF
    Wetting deformation properties of unsaturated collapsible loess
    ZHOU Feng-xi, ZHOU Zhi-xiong, SHAO Sheng-jun
    2021, 43(S1): 36-40. DOI: 10.11779/CJGE2021S1007
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    Transformation of load-settlement curve based on load transfer at pile-soil interface
    MA Wen-jie, WANG Xu, WANG Bing-long, WANG Bo-lin
    2021, 43(S1): 41-46. DOI: 10.11779/CJGE2021S1008
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    Pile-soil interaction mechanism and bearing characteristics of roots in uplift process of piles
    ZHANG Ji-lu, HUANG Xue-feng, ZHOU Jun-peng, WEI Lin-hui, YUAN Jun, WANG Xue-ming
    2021, 43(S1): 47-52. DOI: 10.11779/CJGE2021S1009
    Abstract PDF
    Binary-medium model for loess considering unified strength theory
    LI Hang-zhou, XIONG Guang-dong, GUO Tong, LIAO Hong-jian, PU Ming, Han Bo
    2021, 43(S1): 53-57. DOI: 10.11779/CJGE2021S1010
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    Evolution of fissures and bivariate-bimodal soil-water characteristic curves of expansive soil under drying-wetting cycles
    WANG Shi-ji, WANG Xiao-qi, LI Da, LI Xian, LIANG Guang-chuan, MUHAMMAD Qayyum Hamka
    2021, 43(S1): 58-63. DOI: 10.11779/CJGE2021S1011
    Abstract PDF
    Evolution of micro-structure and macro-structural property of loess
    SHAO Shuai, SHAO Sheng-jun, ZHU Dan-dan, LI Ping
    2021, 43(S1): 64-70. DOI: 10.11779/CJGE2021S1012
    Abstract PDF
    Difference in micro-properties and liquefaction of undisturbed loess in China and USA
    WANG Qian, LIU Zhao-zhao, ZHONG Xiu-mei, LIU Fu-qiang, Carpenter Seth, WANG Zhen-ming, MA Hai-ping, MA Zi-juan
    2021, 43(S1): 71-75. DOI: 10.11779/CJGE2021S1013
    Abstract PDF
    Effects of stratigraphic division on stability analysis of high loess slopes
    LIN Xiao-yan, YANG Ze, LI Ping, YANG Yong-hui, LI Tong-lu
    2021, 43(S1): 76-80. DOI: 10.11779/CJGE2021S1014
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    Calculation and analysis of earth pressure under limited displacement considering influences of internal friction angle
    ZHANG Le, DANG Fa-ning, WANG Xu, DING Jiu-long, GAO Jun
    2021, 43(S1): 81-86. DOI: 10.11779/CJGE2021S1015
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    Behaviors of wetting-induced failure for unsaturated intact loess
    ZHANG Deng-fei, WANG Jia-ding, ZHANG Wen-bo, CHEN Cun-li
    2021, 43(S1): 87-92. DOI: 10.11779/CJGE2021S1016
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    Influences of increase of moisture content on surrounding soil pressure of large-span tunnels in loess
    ZHU Cai-hui, HE Hao-nan, LAN Kai-jiang, LI Yu-bo
    2021, 43(S1): 93-98. DOI: 10.11779/CJGE2021S1017
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    Microstructural evolution of compacted loess during consolidation and shearing
    XIAO Tao, LI Ping, SHAO Sheng-jun
    2021, 43(S1): 99-104. DOI: 10.11779/CJGE2021S1018
    Abstract PDF
    Dynamic shear modulus and damping ratio of compound subgrade mixed by arsenic sandstone in northern Shaanxi region and sand
    LI Hong-ru, QIANG Chun-peng, ZHU Hao-xuan
    2021, 43(S1): 105-110. DOI: 10.11779/CJGE2021S1019
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    Monitoring and numerical simulation of support for foundation pit at Yanyuan Road Station of Lanzhou Metro
    YIN Li-jie, LI Yu-jie, ZHU Yan-peng, HUO Bin, YANG Zhi-tuan, DUAN Qin-chuan
    2021, 43(S1): 111-116. DOI: 10.11779/CJGE2021S1020
    Abstract PDF
    Experimental study on nonlinear strength characteristics of intact loess
    HAN Bo, LI Hang-zhou, SONG Li
    2021, 43(S1): 117-121. DOI: 10.11779/CJGE2021S1021
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    Reliability analysis of soil nailing-reinforced slopes considering fuzzy randomness
    FANG Guang-wen, ZHU Yan-peng, YE Shuai-hua, WU Qiang
    2021, 43(S1): 122-126. DOI: 10.11779/CJGE2021S1022
    Abstract PDF
    Prediction of settlement based on fusion model of Kalman filter and exponential smoothing algorithm
    YU Yong-tang, ZHENG Jian-guo, ZHANG Ji-wen, HUANG Xin, XU Wen-tao
    2021, 43(S1): 127-131. DOI: 10.11779/CJGE2021S1023
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    Model tests on influences of excavation of foundation pits on bending moment and deformation of pile foundation of adjacent buildings
    RAN Qi-ren, WANG Xu, WANG Bo-lin, JIANG Dai-jun, ZHANG Yan-jie, LI Jian-dong
    2021, 43(S1): 132-137. DOI: 10.11779/CJGE2021S1024
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    Microbial grouting factors for loess with joints
    LIU Xiao-jun, CUI Han-ting, WANG Tie-hang, GUO Hong-chao
    2021, 43(S1): 138-142. DOI: 10.11779/CJGE2021S1025
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    Application of incremental nonlinear consolidation theory for unsaturated soil in high fill projects
    GUO Jian-feng, CHEN Zheng-han, GUO Nan
    2021, 43(S1): 143-148. DOI: 10.11779/CJGE2021S1026
    Abstract PDF
    Dynamic response of stepped loess slopes in embankment under running loads of high-speed train
    YAN Wu-jian, ZHENG Hai-zhong, CHE Ai-lan, WANG Ping, TIAN Xin-xin
    2021, 43(S1): 149-154. DOI: 10.11779/CJGE2021S1027
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    Effects of different particle arrangements on mechanical properties of sand
    LIU Feng-yin, ZHONG Li-jia, ZHONG Yue
    2021, 43(S1): 155-160. DOI: 10.11779/CJGE2021S1028
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    Experimental study on liquefaction fluidity of saturated loess
    MA Xing-yu, WANG Lan-min, WANG Qian, WANG Ping, ZHONG Xiu-mei, PU Xiao-wu, LIU Fu-qiang
    2021, 43(S1): 161-165. DOI: 10.11779/CJGE2021S1029
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    DE-GWO algorithm to optimize SVM inversion mechanical parameters of soft soil
    RUAN Yong-fen, YU Dong-xiao, WU Long, TAN Gui-ping, LI Fei-peng, CHEN Bo
    2021, 43(S1): 166-170. DOI: 10.11779/CJGE2021S1030
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    Failure mechanism of deformation and evaluation of treatment effect of high slope at right bank of Luozha RiverⅡHydropower Station
    ZENG Zeng, ZHAO Shu-xiang, Ge Long-jin, PAN Wei-ping, LI Min, YIN Guo-feng
    2021, 43(S1): 171-175. DOI: 10.11779/CJGE2021S1031
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    Effect of ground fissures on lining structure of tunnels and engineering measures
    SHAO Shuai, SHAO Sheng-jun, SHE Fang-tao, LI Jun-qi
    2021, 43(S1): 176-180. DOI: 10.11779/CJGE2021S1032
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    Experimental study on strength characteristics of geogrid-reinforced loess
    HE Yu-qi, LIAO Hong-jian, DONG Qi, NIU Bo, LIU Hu
    2021, 43(S1): 181-185. DOI: 10.11779/CJGE2021S1033
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    Prediction of permeability of clay by modified Kozeny-Carman equation
    LIU Hai-wei, DANG Fa-ning, TIAN Wei, MAO Lu-ming
    2021, 43(S1): 186-191. DOI: 10.11779/CJGE2021S1034
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    Microscopic damage identification and macroscopic mechanical response of loess in seasonal frozen areas
    LIU Kuan, YE Wan-jun, JING Hong-jun, DUAN Xu, ZHANG Ji
    2021, 43(S1): 192-197. DOI: 10.11779/CJGE2021S1035
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    Model tests on deformation characteristics of foundation pit at Luoyang Railway Station
    MU Huan-dong, DENG Ya-hong, ZHANG Wen-dong, SONG Deng-yan
    2021, 43(S1): 198-203. DOI: 10.11779/CJGE2021S1036
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    Measurement and prediction of water retention curve of remolded loess with different degrees of compaction
    WANG Lai-cai, HU Hai-jun, WANG Chen, KANG Shun-xiang
    2021, 43(S1): 204-208. DOI: 10.11779/CJGE2021S1037
    Abstract PDF
    Strength and structure of Q3paleosol
    WANG Li-qin, WANG Zhi-qiang, XIN Fu, LI Kai-yu, LI Shuai, HU Xiang-yang
    2021, 43(S1): 209-213. DOI: 10.11779/CJGE2021S1038
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    Mechanism and influence range of stress arching effect of CFRD in narrow valley regions
    YANG Chao, XUE Hai-bin, DANG Fa-ning, WANG hui
    2021, 43(S1): 214-218. DOI: 10.11779/CJGE2021S1039
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    Model tests on bearing behavior of pile groups in collapsible loess ground under water immersion
    ZHANG Yan-jie, WANG Xu, LIANG Qing-guo, JIANG Dai-jun, LI Jian-dong
    2021, 43(S1): 219-223. DOI: 10.11779/CJGE2021S1040
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    Influences of freeze-thaw on strength of loess under complex stress path
    ZHENG Fang, SHAO Sheng-jun, WANG Song-he
    2021, 43(S1): 224-228. DOI: 10.11779/CJGE2021S1041
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    Lateral deformation of open caisson foundation-soil interaction system subjected to seismic response
    CHEN Yang, TAN Liu-xin, ZHAO Wen, WANG Zhen, JIA Peng-jiao
    2021, 43(S1): 229-234. DOI: 10.11779/CJGE2021S1042
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    Behaviors of dynamic strain and pore pressure of compacted loess in loess-filled foundation induced by dynamic loading
    DAI Qian, LIAO Hong-jian, KANG Xiao-sen, DONG Qi
    2021, 43(S1): 235-240. DOI: 10.11779/CJGE2021S1043
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    Nonlinear evolution characteristics of acoustic emission and fracture mechanism of coal under gas pressure
    XUE Yi, LIU Jia, LIANG Xin, MA Zong-yuan
    2021, 43(S1): 241-245. DOI: 10.11779/CJGE2021S1044
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    Discrete element model for unsaturated soils considering suction effect and its meso-parameter influence analysis
    LI Yao, FU Ying-peng, LIAO Hong-jian, LÜ Long-long, DONG Qi
    2021, 43(S1): 246-250. DOI: 10.11779/CJGE2021S1045
    Abstract PDF
    Uplift behaviour of shaft foundations in loess
    LU Xian-long, QIAN Zeng-zhen, YANG Wen-zhi, CUI Qiang
    2021, 43(S1): 251-256. DOI: 10.11779/CJGE2021S1046
    Abstract PDF