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    Correction of seismic calculation method for silty clay tunnels based on shaking table test
    MA Xian-feng, LIU Zheng-hao, WU Di, DONG Yi-jin
    2022, 44(S2): 1-5. DOI: 10.11779/CJGE2022S2001
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    Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests
    WANG Nian-xiang, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu
    2022, 44(S2): 6-10. DOI: 10.11779/CJGE2022S2002
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    Development and performance testing of in-flight miniature CPTu equipment on ZJU-400 centrifuge
    ZHOU Yan-guo, WANG Zhi-nan, MA Qiang, LIANG Tian, CHEN Yun-min
    2022, 44(S2): 11-15. DOI: 10.11779/CJGE2022S2003
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    Model tests on large-diameter monopile-supported offshore wind turbine in sand
    ZHANG Chen-rong, TIAN Shu-ping, ZHANG Ji-meng
    2022, 44(S2): 16-19. DOI: 10.11779/CJGE2022S2004
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    Model tests on influences of fill density on soil arching effects using transparent soil
    YE Guan-bao, LI Ling-xu, ZHANG Zhen, TAO Feng-juan, CHENG Bin-nan
    2022, 44(S2): 20-24. DOI: 10.11779/CJGE2022S2005
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    Incremental model for pore water pressure and its applicability in centrifuge modelling
    TANG Zhao-guang, WANG Yong-zhi, WANG Meng-wei, SUN Rui, LIU Yuan-peng, YANG yang
    2022, 44(S2): 25-29. DOI: 10.11779/CJGE2022S2006
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    Preliminary analysis of mechanical properties of subway station under fire after earthquake
    WANG Guo-bo, LIU Qiang, WANG Hong-jie, WANG Jian-ning, DONG Zheng-fang
    2022, 44(S2): 30-35. DOI: 10.11779/CJGE2022S2007
    Abstract PDF
    Dynamic centrifuge modelling tests on seismic response of super-high core dams
    ZHAN Zheng-gang, HAN Chao-jun, GU Xing-wen, REN Guo-feng, WANG Nian-xiang
    2022, 44(S2): 36-39. DOI: 10.11779/CJGE2022S2008
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    Centrifugal model tests on deformation behavior of contact clay of ultra-high core dams
    CHENG Rui-lin, MU Hong-you, GU Xing-wen, REN Guo-feng, WANG Nian-xiang
    2022, 44(S2): 40-44. DOI: 10.11779/CJGE2022S2009
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    Centrifuge shaking table tests on evolution mechanism of sand mesostructure during earthquake liquefaction
    XIE Xiao-li, WANG Zi-fan, YE Bin
    2022, 44(S2): 45-49. DOI: 10.11779/CJGE2022S2010
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    Physical model tests on load-sharing characteristics of piles and soils in pile- supported embankment
    LÜ Xi-lin, PANG Bo, ZHU Chang-gen, ZHANG Jia-feng, XU Ke-feng, MA Quan
    2022, 44(S2): 50-53. DOI: 10.11779/CJGE2022S2011
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    Centrifugal model tests on settlement of structures caused by tunnel excavation
    ZHANG Yu-ting, AN Xiao-yu, JIN Ya-fei
    2022, 44(S2): 54-57. DOI: 10.11779/CJGE2022S2012
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    Centrifugal model tests on influences of foundation stiffness on stability of reinforced slopes
    CHEN Ling-wei, LI Bo, LI Cong-an, LIU Wei, PENG Wei-ping
    2022, 44(S2): 58-61. DOI: 10.11779/CJGE2022S2013
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    Study and design of rotary arm of geotechnical centrifuge with high speed
    XU Yuan-heng, RAN Guang-bin, CHEN Hong-yong
    2022, 44(S2): 62-65. DOI: 10.11779/CJGE2022S2014
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    Permeability similarity of soils in centrifugal model tests
    WANG Nian-xiang, REN Guo-feng, GU Xing-wen
    2022, 44(S2): 66-70. DOI: 10.11779/CJGE2022S2015
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    Centrifugal model tests and numerical simulations of pile-net composite foundation for heavy-load storage yard
    LI Wei, ZHOU Chun-er, WU Jia-wu, DONG Hua-gang, REN Hong-lei
    2022, 44(S2): 71-75. DOI: 10.11779/CJGE2022S2016
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    Numerical modeling of influences of discontinuous centrifugation on contaminant migration in cutoff wall
    CAO Lin-feng, LI Yu-chao, HUANG Bo
    2022, 44(S2): 76-82. DOI: 10.11779/CJGE2022S2017
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    Temperature transfer characteristics of clearance space in hypergravity field of geotechnical model box
    CHEN Hong-yong, ZHANG Chen, LI Qi-sheng, WANG Dong, SHEN Zhan-peng, FANG Ye, HE Qin-shu
    2022, 44(S2): 83-86. DOI: 10.11779/CJGE2022S2018
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    Centrifugal model tests on CFG pile-net composite foundation under super-large loads
    WANG Nian-xiang, ZHOU Chun-er, DONG Hua-gang, LI Zhen, HE Yuan-tang
    2022, 44(S2): 87-91. DOI: 10.11779/CJGE2022S2019
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    Centrifugal model tests on excavation effect of interval foundation pits
    MA Xian-feng, LIN Xiang, WANG Xin-jie, HUANG Ji-cheng
    2022, 44(S2): 92-96. DOI: 10.11779/CJGE2022S2020
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    Centrifugal model tests on characteristics of horizontal loads of assembly revetment structure
    GU Kuan-hai, LU Min, PENG Wei, REN Guo-feng, GU Xing-wen
    2022, 44(S2): 97-100. DOI: 10.11779/CJGE2022S2021
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    Centrifugal model tests on influences of unsupported length of tunnels on stability of excavation face
    NIU Hao-shuang, WENG Xiao-lin, HU Ji-bo, HOU Le-le
    2022, 44(S2): 101-106. DOI: 10.11779/CJGE2022S2022
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    Centrifugal model tests on reinforcement effects of root pile-net composite foundation in slip zone
    WANG Nian-xiang, ZHOU Chun-er, WU Jia-wu, JIANG Wen-bo, ZHANG De-en
    2022, 44(S2): 107-111. DOI: 10.11779/CJGE2022S2023
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    Full-scale tests on deformation recoverability of longitudinal joints of shield tunnel
    ZHANG Yan-jie, HUANG Hong-wei, ZHOU Ming-liang
    2022, 44(S2): 112-115. DOI: 10.11779/CJGE2022S2024
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    Stress characteristics and weakening analysis of T-joint of connection passage by mechanical excavation method
    ZHANG Fu-lin, LIU Zheng-hao, ZHU Yao-hong, DONG Zi-bo
    2022, 44(S2): 116-119. DOI: 10.11779/CJGE2022S2025
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    Deformation of tunnels in service induced by ground surface surcharge based on 3D random field
    TIAN Ning, CHEN Jian, TIAN Kai-wei, ZHOU Ning-xi, HUANG Jue-hao
    2022, 44(S2): 120-124. DOI: 10.11779/CJGE2022S2026
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    Model tests on large-section and shallow soil rectangular pipe jacking
    PAN Yu-qing, ZHEN Liang, JIANG Hai-li, LI Xiao-jun
    2022, 44(S2): 125-129. DOI: 10.11779/CJGE2022S2027
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    Evolution laws of internal forces in rectangular pipe jacking tunnels with large section and shallow soil
    ZHU Wei-jie, ZHEN Liang, XU Wen-yun, LI Xiao-jun
    2022, 44(S2): 130-133. DOI: 10.11779/CJGE2022S2028
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    Preliminary study on microscopic mechanisms of MICP used for geological carbon sequestration
    WANG Yu-ze, LU Yun
    2022, 44(S2): 134-138. DOI: 10.11779/CJGE2022S2029
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    Model tests on thermal response of phase-change pile in saturated silt foundation
    TANG Yang, ZHENG Ming-fei, SHI Shi-yong
    2022, 44(S2): 139-142. DOI: 10.11779/CJGE2022S2030
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    Seepage stability of plain reservoir dam in arid areas of northern Xinjiang
    Abdu Shalamu Torson, Zai Na fu yimiti, MA Li-ping
    2022, 44(S2): 143-146. DOI: 10.11779/CJGE2022S2031
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    Experimental study on damping ratio of overconsolidated clay under different cyclic confining pressures
    HUANG Jue-hao, CHEN Jian, YU Song, YAN Xiao-ling, ZHAO Yong-feng, FU Xiao-dong, MA Chao
    2022, 44(S2): 147-150. DOI: 10.11779/CJGE2022S2032
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    Evalution of hydrodynamic dispersion coefficients of nickel and zinc released from a contaminated clay solidified/stabilized by a low-carbon binder
    FENG Ya-song, ZHOU Shi-ji, WAN Jia-lei, WANG Shui, DU Yan-jun
    2022, 44(S2): 151-154. DOI: 10.11779/CJGE2022S2033
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    Pressuremeter tests and parameter back analysis of deep silty clay
    YANG Yu-sheng, LIU Xiao-sheng, PENG Wen-ming, ZHAO Jian-ming, ZHU Kai-bin, ZHU Bin
    2022, 44(S2): 155-159. DOI: 10.11779/CJGE2022S2034
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    Simulation experiments on influences of bedrock exposed rate and soil thickness on soil erosion
    DENG Da-peng, LIU Qi, LU Yao-ru, REN Biao
    2022, 44(S2): 160-163. DOI: 10.11779/CJGE2022S2035
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    One-dimensional "pot cover effect" for migration of gaseous water based on PDV model
    TANG Guo-hang, WANG Nai-dong, YAO Yang-ping
    2022, 44(S2): 164-168. DOI: 10.11779/CJGE2022S2036
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    Physical modelling of thermal-cone penetration tests
    MO Pin-qiang, HU Jing, HU Yu-chen, MA Dan-yang, REN Zhi-wen
    2022, 44(S2): 169-172. DOI: 10.11779/CJGE2022S2037
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    Laboratory tests on fluvial-thermal erosion of artificial frozen soil
    WU Yuan-hao, SUN Min, HONG Ze-qun
    2022, 44(S2): 173-178. DOI: 10.11779/CJGE2022S2038
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    An automatic identification method for width of shear band of sand in PFC simulations
    CHEN Xi, LIU Zong-qi, CUI Liu-sheng, TANG Jian-bin
    2022, 44(S2): 179-182. DOI: 10.11779/CJGE2022S2039
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    Stability analysis of high expansive soil slopes based on in-situ monitoring and model tests
    REN Jia-li, XIONG Yong, CHENG Yong-hui, HU Sheng-gang, HU Bo
    2022, 44(S2): 183–187, 219. DOI: 10.11779/CJGE2022S2040
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    Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects
    ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long
    2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
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    Field tests on bearing capacities of CFG pile and root pile
    WANG Nian-xiang, ZHOU Chun-er, WU Jia-wu, REN Guo-feng
    2022, 44(S2): 194-197. DOI: 10.11779/CJGE2022S2042
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    Bearing capacity of single root pile considering cushion effects
    REN Guo-feng, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu
    2022, 44(S2): 198-202. DOI: 10.11779/CJGE2022S2043
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    Double-optimization design of trapezoidal canals considering frost-heave resistance and hydraulic section
    XU Hu-cheng, LIU Yu-xin, WANG Yi, HAN Xiao-feng, DINA Tursun Ali
    2022, 44(S2): 203-206. DOI: 10.11779/CJGE2022S2044
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    Large-scale shear tests and constitutive modeling of unsaturated expansive soil-pile interface
    ZHANG Zhi-yuan, QIAN Jian-gu, WANG Cheng
    2022, 44(S2): 207-210. DOI: 10.11779/CJGE2022S2045
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    Centrifuge model tests and numerical simulations of horizontal bearing behaviors of monopiles with wings
    LI Bo, LI Wei
    2022, 44(S2): 211-214. DOI: 10.11779/CJGE2022S2046
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    Influence factors for seismic performance of bridge abutment with geosythetic-reinforced soil (GRS)
    LUO Min-min, XU Chao, CHEN Yun, YANG Yang, LIANG Cheng
    2022, 44(S2): 215-219. DOI: 10.11779/CJGE2022S2047
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    Characteristics of cumulative deformation and prediction method for pile foundation under cyclic lateral loading considering influences of pile-soil relative stiffness
    WANG Yang, ZHU Ming-xing, DAI Guo-liang, GONG Wei-ming, LIN Jing-yang
    2022, 44(S2): 220-225. DOI: 10.11779/CJGE2022S2048
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    Construction technology and application of mechanized joint placement for concrete linings of canal
    ZHU Guo-jian
    2022, 44(S2): 226-228. DOI: 10.11779/CJGE2022S2049
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