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    p-y curve method based on tangent modulus
    YANG Guang-hua, JIA Kai, LI Ze-yuan, LI Zhuo-xun
    2021, 43(S2): 1-6. DOI: 10.11779/CJGE2021S2001
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    Control settlement of recharge in ultra-deep excavations under partial block effect of aquifer
    ZHENG Gang, SHI Jian-cheng, CHENG Xue-song, ZHAO Yue-bin, LI Qing-han, GAO Qi, LIU Bo, WANG Shu-xiong, MA Ji-shan
    2021, 43(S2): 7-10. DOI: 10.11779/CJGE2021S2002
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    Numerical analysis of influences of engineering piles on rebound deformation of foundation pit
    ZHANG Xiang, LIU Song-yu, WU Kai, CAI Guo-jun, LU Tai-shan
    2021, 43(S2): 11-14. DOI: 10.11779/CJGE2021S2003
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    Stability of excavation face in soft soils by roof-box jacking method considering seepage
    LIU Yi-hui, HUANG Mao-song, WANG Hao-ran, ZHANG Zhong-jie, PAN Wei-qiang
    2021, 43(S2): 15-18. DOI: 10.11779/CJGE2021S2004
    Abstract PDF
    Characteristics of small-strain shear modulus of Zhanjiang clay under influence of inherent anisotropy
    LIU Bing-heng, KONG Ling-wei, SHU Rong-jun, LI Tian-guo, JIAN Tao
    2021, 43(S2): 19-22. DOI: 10.11779/CJGE2021S2005
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    Influencing factors for deformation of deep foundation pits in thick mud stratum
    QIN Hui-lai, HUANG Jun, LI Qi-zhi, HU Li-xin, SHI Yi-jian
    2021, 43(S2): 23-26. DOI: 10.11779/CJGE2021S2006
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    Plate load tests on unsaturated clayey sand subjected to drying-wetting processes
    TANG Yi, GUAN Yun-fei, LI Yong-jiang, CHEN Cheng-hao, CHEN Yuan-yi, HE Huan
    2021, 43(S2): 27-31. DOI: 10.11779/CJGE2021S2007
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    Thermo-hydro-mechanical coupling analysis model for unsaturated soils with high degree of saturation and its verification
    WANG Lu-jun, WANG Peng, ZHU Bin, YE Zhi-gang, XU Wen-jie, CHEN Yun-min
    2021, 43(S2): 32-35. DOI: 10.11779/CJGE2021S2008
    Abstract PDF
    Laboratory tests on vacuum preloading and electro-osmotic consolidation of calcareous soft soil
    WANG Jing-zhou, DING Xuan-ming, JIANG Chun-yong, FANG Hua-qiang
    2021, 43(S2): 36-40. DOI: 10.11779/CJGE2021S2009
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    Experimental study on HSS model parameters for marine soft soils in Yangjiang, Guangdong Province
    GU Xiao-qiang, LIU Wen-qian, CHEN Xi-yuan, LIN Yi-feng, XIAO Jian-dong, WU Cai-hong
    2021, 43(S2): 41-44. DOI: 10.11779/CJGE2021S2010
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    Model tests on dynamic response of XCC pile-raft composite foundation under different embankment heights
    SUN Guang-chao, KONG Gang-qiang, LI Jian-lin, LUO Ya
    2021, 43(S2): 45-50. DOI: 10.11779/CJGE2021S2011
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    Proportional optimization of polymer-modified bentonite slurry in pipe jacking
    LEI Hua-yang, LIU Xu, SHI Fu-shuo, XU Ying-gang
    2021, 43(S2): 51-55. DOI: 10.11779/CJGE2021S2012
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    Centrifugal model tests on micro-pile-reinforced shallow foundation
    LI Zi-xi, LUO Fang-yue, ZHANG Ga
    2021, 43(S2): 56-59. DOI: 10.11779/CJGE2021S2013
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    Large-scale triaxial tests on unit cell of composite soil with cement-soil columns under static loading
    YE Guan-bao, HUANG Yi-wei, ZHANG Zhen, CHEN Yong, ZHENG Wen-qiang
    2021, 43(S2): 60-63. DOI: 10.11779/CJGE2021S2014
    Abstract PDF
    Nonlinear characteristics and comparison of triaxial undrained shear moduli of soft soils under two consolidation states
    GAO Yan-bin, LUO Wen-kang, LUO Jia-lian, QIAN Jin-wei, ZHANG He-shen
    2021, 43(S2): 64-67. DOI: 10.11779/CJGE2021S2015
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    Experimental investigation on gas permeability and diffusion of polyacrylamide-amended CCL
    WEN Jia-ming, WAN Jia-lei, BI Yu-zhang, LI Ying-zhen, DU Yan-jun
    2021, 43(S2): 68-71. DOI: 10.11779/CJGE2021S2016
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    Numerical simulation of excavation effects on tunneling with IGS small strain model
    ZHANG Hao, ZHANG Chen-rong, SHI Zhen-hao, HUANG Mao-song, WANG Hao-ran, ZHANG Zhong-jie
    2021, 43(S2): 72-75. DOI: 10.11779/CJGE2021S2017
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    Influence of reinforcement range on ground settlement of shallow-buried super-large-diameter shield tunneling in soft soils
    HUANG Chang-fu, LONG Wen, SONG Qi-long, LI Dong, SU Dong, CHEN Xiang-sheng
    2021, 43(S2): 76-79. DOI: 10.11779/CJGE2021S2018
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    Experimental study and simulation on deformation characteristics of caissons in sand under horizontal loads
    ZHAO Xiao-qing, ZHAN Wei, YAN Xin, WANG Jin-chang, YANG Zhong-xuan, GONG Xiao-nan
    2021, 43(S2): 80-83. DOI: 10.11779/CJGE2021S2019
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    Numerical simulation of deformation control during excavation of deep foundation pit in soft soil with newly filled soil
    WANG Long, ZHU Chang-gen, XU Ke-feng, YU Jian, LÜ Xi-lin
    2021, 43(S2): 84-87. DOI: 10.11779/CJGE2021S2020
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    Numerical analysis of deformation and stability of bucket foundation revetment under backfill loads
    HAN Xun, WANG Mo-pan, WU Ying-li
    2021, 43(S2): 88-91. DOI: 10.11779/CJGE2021S2021
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    Simulation of undrained shear strength by rotated anisotropy with non-stationary random field
    TIAN Ning, CHEN Jian, YOU Wei-jun, HUANG Jue-hao, ZHANG Jiang-xiong, YI Shun, FU Xiao-dong, TIAN Kai-wei
    2021, 43(S2): 92-95. DOI: 10.11779/CJGE2021S2022
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    A method for preparing remolded samples of silty clay interbedded with silty sand
    SHEN Zhi-fu, XU Qi-er, ZHU Ling-yu, WANG Zhi-hua, GAO Hong-mei
    2021, 43(S2): 96-99. DOI: 10.11779/CJGE2021S2023
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    Experimental investigation on electro-osmosis-surcharge preloading-chemical grouting for silty soft soils
    LÜ Yan-dong, ZHU Long-xiang, WANG Xu, XU Shuai, WANG Bing-hui, ZHANG Lei
    2021, 43(S2): 100-103. DOI: 10.11779/CJGE2021S2024
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    Evaluation of stress history of clays based on intelligent CPTU machine learning algorithm
    ZHAO Ze-ning, DUAN Wei, CAI Guo-jun, LIU Song-yu, CHANG Jian-xin, FENG Hua-lei
    2021, 43(S2): 104-107. DOI: 10.11779/CJGE2021S2025
    Abstract PDF
    Application of CNN-LSTM model based on spatiotemporal correlation characteristics in deformation prediction of excavation engineering
    HONG Yu-chao, QIAN Jian-gu, YE Yuan-xin, CHENG -Long
    2021, 43(S2): 108-111. DOI: 10.11779/CJGE2021S2026
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    Risk analysis of two-layer clay slopes considering spatial variability of shear strength
    YI Shun, YUE Ke-dong, CHEN Jian, HUANG Jue-hao, LI Jian-bin, QIU Yue-feng, TIAN Ning
    2021, 43(S2): 112-116. DOI: 10.11779/CJGE2021S2027
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    Mechanism of bearing capacity of vertical anchor plates in sand considering interface friction based on DEM method
    WANG Hao, SUN Yu-hai, JIANG Jian-hong, LIU Ming-peng, ZHANG Hong-bo
    2021, 43(S2): 117-120. DOI: 10.11779/CJGE2021S2028
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    Seismic responses of pipe piles improved with cement-treated soil in sand
    WANG An-hui, ZHANG Ding-wen, ZHANG Yan-fang
    2021, 43(S2): 121-124. DOI: 10.11779/CJGE2021S2029
    Abstract PDF
    Development of deformation of enclosure wall during dewatering in a leaky aquifer
    WANG Shuo, ZENG Chao-feng, XUE Xiu-li, LI Ming-guang, CAI Gang
    2021, 43(S2): 125-128. DOI: 10.11779/CJGE2021S2030
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    Analysis and practice of influence of synchronous excavation of adjacent foundation pits in Shanghai area
    DAI Bin, HU Yun, WANG Hui-sheng
    2021, 43(S2): 129-132. DOI: 10.11779/CJGE2021S2031
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    Creep characteristics and model parameters of Qianhai soft soil
    LIANG Rong-kang, ZHANG Qin-jun, ZHANG Cheng, LI Dong, SU Dong, LI Qiang
    2021, 43(S2): 133-136. DOI: 10.11779/CJGE2021S2032
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    Bayesian estimation of resilient modulus of Jiangsu soft soils from sparse data—Gaussian process regression and cone penetration test data-based modelling and analysis
    ZHAO Teng-yuan, SONG Chao, HE Huan
    2021, 43(S2): 137-141. DOI: 10.11779/CJGE2021S2033
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    Effect of NaCl solution on primary physical-mechanical behaviors of deep-sea sediments
    HU Shi-jun, CHEN Pan, WEI Chang-fu, YI Pan-pan, WANG Yong
    2021, 43(S2): 142-145. DOI: 10.11779/CJGE2021S2034
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    Control effects of soil reinforcement on underlying metro tunnel deformation and influenced zone induced by deep excavation in soft strata
    PU Ju-yi, LIU Bo
    2021, 43(S2): 146-149. DOI: 10.11779/CJGE2021S2035
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    Research status and future development prospect of suspension bridge anchorage
    ZHAO Xiao-qing, ZHAN Wei, YAN Xin, WANG Jin-chang, YANG Zhong-xuan, GONG Xiao-nan
    2021, 43(S2): 150-153. DOI: 10.11779/CJGE2021S2036
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    Stability of solidified/stabilized heavy metal-contaminated clay under outdoor natural exposure and indoor standard curing
    FENG Ya-song, WANG Shui, ZHOU Shi-ji, XIA Wei-yi, GE Yu-xiang, ZHONG Dao-xu, DU Yan-jun
    2021, 43(S2): 154-157. DOI: 10.11779/CJGE2021S2037
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    Sinking mechanism of inclined static piling method and its application in soft soil areas
    LIU Yong-chao, WEI Chao-qun, LU Hong-yu, LI Gang
    2021, 43(S2): 158-161. DOI: 10.11779/CJGE2021S2038
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    Prediction of post-construction settlement of soft foundation after large-area surcharge preloading treatment
    LI Bo, CHENG Wen-liang, XIANG Cun-ping, CHEN Jun-feng, YU Jian-fei
    2021, 43(S2): 162-165. DOI: 10.11779/CJGE2021S2039
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    Behaviors of supporting structures of asymmetrically loaded deep excavation in hard soil layer
    ZHU Xiang-xu, XU Zhao-chen, ZHANG Ding-wen, WU Tong-dong, MA Fei-peng
    2021, 43(S2): 166-169. DOI: 10.11779/CJGE2021S2040
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    Application of 3D imaging sonar in defect detection of underwater bored piles
    JI Tong-yuan, LI Peng-fei, ZHANG Run, ZHANG Ding-wen
    2021, 43(S2): 170-173. DOI: 10.11779/CJGE2021S2041
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    Experimental investigation on clay stabilized by cement and waste brick fine aggregate
    DUAN Kun, BIAN Xiao-ya, CHEN Jia-le, BAI Jun-long
    2021, 43(S2): 174-177. DOI: 10.11779/CJGE2021S2042
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    Status and engineering problems of utilization of deep underground space in urban coastal soft soil areas
    JIN Le-wen, WANG Chen, LIANG Fa-yun
    2021, 43(S2): 178-183. DOI: 10.11779/CJGE2021S2043
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    Experimental study on dynamic compressive behaviors of sandy soil under passive confining pressures
    ZHANG Gao, LI Liang, JIANG Xi-quan, LUAN Yi-heng
    2021, 43(S2): 184-188. DOI: 10.11779/CJGE2021S2044
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    Post-cyclic strength behaviors of undisturbed soft soils with different degrees of reconsolidation
    LU Yuan, CHEN Dong-ge, CHEN Jian, YU Song, HUANG Jue-hao, FU Xiao-dong, MA Chao
    2021, 43(S2): 189-192. DOI: 10.11779/CJGE2021S2045
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    Multi-parameter prediction of Zhuhai clay based on multivariate probability distribution model
    WANG Hai-lin, LIU Hang-yu, GU Xiao-qiang, SONG Xu-gen
    2021, 43(S2): 193-196. DOI: 10.11779/CJGE2021S2046
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    Statistical analysis of existing test results of HSS model parameters for soft soils
    CHEN Yun, LUO Min-min, XIA Neng-wu, HE Peng
    2021, 43(S2): 197-201. DOI: 10.11779/CJGE2021S2047
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    Refined value of lateral resistance coefficient of pile foundation in soft soil areas
    ZHANG Jun-yun, ZHANG Le, FENG Jun
    2021, 43(S2): 202-207. DOI: 10.11779/CJGE2021S2048
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    Dynamic characteristics of salted soft soil
    CHEN Zhi-min, LI Jiang-peng, FAN Chang-hai, ZHOU Fei
    2021, 43(S2): 208-212. DOI: 10.11779/CJGE2021S2049
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    Leaching, physical and mechanical characteristics of nickel-zinc-contaminated clay solidified/stabilized by a novel steel slag-based binder subjected to wetting-drying cycles
    WAN Jia-lei, FENG Ya-song, LI Shuang-jie, ZHOU Shi-ji, WANG Shui, DU Yan-jun
    2021, 43(S2): 213-216. DOI: 10.11779/CJGE2021S2050
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    Influenced zones for deformation of underlying metro tunnels induced by braced deep excavation in soft strata
    FAN Xue-hui, LIU Bo, WANG Yuan-yuan, ZHANG Jia-bao, FAN Zhi-bo, ZHANG Ding-wen
    2021, 43(S2): 217-220. DOI: 10.11779/CJGE2021S2051
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    Strength and electrical conductivity characteristics of zinc contaminated soil carbonated/stabilized with GGBS-reactive MgO
    ZHONG Yu-qing, CAI Guang-hua, WANG Jun-ge, WANG Zhong, SONG Long-guang
    2021, 43(S2): 221-224. DOI: 10.11779/CJGE2021S2052
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    Stress-seepage coupled analysis of critical suction for installation of suction caissons in sand
    LUO Xin-quan, SHI Zhen-hao, HUANG Mao-song, SHEN Kan-min, WANG Bin
    2021, 43(S2): 225-228. DOI: 10.11779/CJGE2021S2053
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    Experimental study on construction parameters of collapsible loess foundation treated by vibrating rod compaction method
    ZENG Biao, ZHANG Ding-wen, LIU Song-yu, YANG Yong, ZHANG Kun, WANG Jia-le, DU Guang-yin
    2021, 43(S2): 229-232. DOI: 10.11779/CJGE2021S2054
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    Ratio and mechanism of activated magnesium oxide carbonized raw earth block materials
    ZHANG He-nian, CHEN Liang, LI Xiong-wei, XI Pei-sheng, MU Lin, HU Cai-yun
    2021, 43(S2): 233-236. DOI: 10.11779/CJGE2021S2055
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    Simplified estimation method and on-site analysis of thrust of EPB shield
    YANG Song-song, ZHU Xiang-xu, ZHANG Ding-wen, LI Shun, YU Peng-fei
    2021, 43(S2): 237-240. DOI: 10.11779/CJGE2021S2056
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    Classification of soft clay in Jiangsu Province based on piezocone penetration tests
    LIN Jun, LIU Song-yu, CHENG Yue-hong, CAI Guo-jun, FAN Qin-jian, LI Cui
    2021, 43(S2): 241-244. DOI: 10.11779/CJGE2021S2057
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    Experimental study on deformation behaviors of overconsolidated clay under cyclic confining pressure
    HUANG Jue-hao, WANG Ying-wu, CHEN Jian, LIU Fu-sheng, HOU Feng, FU Xiao-dong, MA Chao
    2021, 43(S2): 245-248. DOI: 10.11779/CJGE2021S2058
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    Experimental study on plugging effect of different grouting materials for water and sand leakage of tunnels
    LIU Yong-chao, YUAN Zhen-yu, CHENG Xue-song, LI Gang, ZHANG Tian-xing, LI Qing-han
    2021, 43(S2): 249-252. DOI: 10.11779/CJGE2021S2059
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    Influences of excavation on adjacent existing metro tunnels: a review
    LIU Bo, FAN Xue-hui, WANG Yuan-yuan, ZHANG Jia-bao, FAN Zhi-bo
    2021, 43(S2): 253-258. DOI: 10.11779/CJGE2021S2060
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    Experimental study on laws of compression and rebound deformation of peaty soil
    ZHANG Fan-ge, HUANG Chang-fu, YAO Tie-jun, YANG Min
    2021, 43(S2): 259-262. DOI: 10.11779/CJGE2021S2061
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    Instantaneous settlement of immersed tube tunnel of Hong Kong-Zhuhai-Macao Bridge
    LI Bin, GAO Chao, ZHANG Jia-ying
    2021, 43(S2): 263-266. DOI: 10.11779/CJGE2021S2062
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    Comparison and statistical analysis of engineering characteristics of marine soft soil in Nansha District of Guangzhou City based on in-situ tests
    LIU Wei-zheng, GE Meng-yuan, LI Tian-xiong
    2021, 43(S2): 267-275. DOI: 10.11779/CJGE2021S2063
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    Forms of soil arch in GRPS embankment by catenary method
    WANG Yi-nan, CHEN Mei-jun
    2021, 43(S2): 276-279. DOI: 10.11779/CJGE2021S2064
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    Field tests on vertical bearing capacity of pipe piles in cement-improved soil
    LIANG Shan-zhai
    2021, 43(S2): 280-283. DOI: 10.11779/CJGE2021S2065
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