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    Long-term settlement of foundation subjected to moving train loads based on creep constitutive model
    GAO Guang-yun, NIE Chun-xiao, ZENG Long, ZHANG Xian-lin
    2015, 37(zk2): 1-5. DOI: 10.11779/CJGE2015S2001
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    Control technology of construction quality for high filled airport based on Beidou satellite navigation system
    YAO Yang-ping, RUAN Yang-zhi, LIU Bing-yang, CHEN Jun, JIANG Hong-xu
    2015, 37(zk2): 6-10. DOI: 10.11779/CJGE2015S2002
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    Challenging issues in global geotechnical profession caused by soil mechanics
    YUE Zhong-qi
    2015, 37(zk2): 11-15. DOI: 10.11779/CJGE2015S2003
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    Methods for determining rational spacing between anti-slide piles considering soil arching effects
    ZHAO Ming-hua, CHEN Yao-hao, YANG Chao-wei
    2015, 37(zk2): 16-21. DOI: 10.11779/CJGE2015S2004
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    Vacuum preloading for site formation of Shanghai Disneyland and its influence on surrounding environment
    LIANG Zhi-rong, LI Zhong-cheng
    2015, 37(zk2): 22-26. DOI: 10.11779/CJGE2015S2005
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    Influence of water and salt contents on strength of artificially frozen soils
    SUN Li-qiang, LU Jiang-xin, LI Heng, YAN Shu-wang, JIA Xiao, HAN Sheng-zhang
    2015, 37(zk2): 27-31. DOI: 10.11779/CJGE2015S2006
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    Experimental tests on relationship between suction and water content of remolded lateritic clay in Guangxi under high suction
    OU Chuan-jing, WEI Chang-fu, YAN Rong-tao, LU You-qian, GUO Jing-lin
    2015, 37(zk2): 32-36. DOI: 10.11779/CJGE2015S2007
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    Small-strain triaxial test method and its preliminary application in Shanghai soft clay
    CHEN Chao-bin, WU Chao-jun, YE Guan-lin, WANG Jian-hua
    2015, 37(zk2): 37-40. DOI: 10.11779/CJGE2015S2008
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    Application of Benoto pile in concealed bridge piled project near subway
    ZHUANG Yan, MU Fan, CUI Xiao-yan, ZHANG Hai-xia
    2015, 37(zk2): 41-45. DOI: 10.11779/CJGE2015S2009
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    Transfer matrix solutions for responses of laterally loaded piles in multilayered soil deposits
    ZHU Ming-xing, GONG Wei-ming, HE Xiao-yuan
    2015, 37(zk2): 46-50. DOI: 10.11779/CJGE2015S2010
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    Synthetic advanced geological prediction technology for tunnels based on GPR
    LIU Xin-rong, LIU Yong-quan, YANG Zhong-ping, TU Yi-liang
    2015, 37(zk2): 51-56. DOI: 10.11779/CJGE2015S2011
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    Model tests on nonlinear vibration characteristics of single piles with different length-diameter ratios under lateral loading in sand
    GUO Yan-chao, LIU Huan, HUANG Mao-song
    2015, 37(zk2): 57-60. DOI: 10.11779/CJGE2015S2012
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    Simplified method to predict settlements of adjacent buildings due to deep excavation
    FAN Fan, CHEN Jin-jian, ZHANG Hong-bing, WANG Jian-hua
    2015, 37(zk2): 61-64. DOI: 10.11779/CJGE2015S2013
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    Three-dimensional method for response of embedded pipelines to earthfill load
    LI Jun-yu, QIAN Jian-gu, RU Zhi-min, GAO Jie, HUANG Li-jun
    2015, 37(zk2): 65-69. DOI: 10.11779/CJGE2015S2014
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    Application of a new retaining structure in deep underground projects adjacent to sensitive environment
    CHEN Yong-cai
    2015, 37(zk2): 70-73. DOI: 10.11779/CJGE2015S2015
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    Differential settlement of metro tunnels and its zonal control in soft deposits
    DI Hong-gui, ZHOU Shun-hua, GONG Quan-mei, WANG Pei-xin, XIAO Jun-hua
    2015, 37(zk2): 74-79. DOI: 10.11779/CJGE2015S2016
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    Method for calculating collapsible compressive stress of loess tunnel foundation
    FAN Wen, SHAO Sheng-jun, YANG Chun-ming, SHAO Shuai
    2015, 37(zk2): 80-85. DOI: 10.11779/CJGE2015S2017
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    Influence of material composition and structural characteristics of rock on freeze-thaw damage and deterioration of schist
    WANG Zhang-qiong, YAN E-chuan
    2015, 37(zk2): 86-90. DOI: 10.11779/CJGE2015S2018
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    Pore pressure response of composite foundation in interactive marine and terrestrial deposit of Yangtze River Estuary
    LIU Zhi-bin, LIU Song-yu, JING Fei, JU Jun, LI Wei, JI Fu-quan
    2015, 37(zk2): 91-95. DOI: 10.11779/CJGE2015S2019
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    Comparative study on double-row piles with different lengths several common anti-slide piles
    SHEN Yong-jinag, YANG Ming, XIANG Zheng-liang
    2015, 37(zk2): 96-100. DOI: 10.11779/CJGE2015S2020
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    Combination reinforcement mechanism of sub-horizontal jet-grouting and pipe roof in water-rich soft stratum
    SHI Yu-feng, CAI Li-ping, YANG Jun-sheng, HU Wen-tao
    2015, 37(zk2): 101-106. DOI: 10.11779/CJGE2015S2021
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    Experimental study on shrinkage properties of expansive soils
    WANG Xian-en, TAN Xiao-hui, XIN Zhi-yu, XU Quan, XIE Yan
    2015, 37(zk2): 107-114. DOI: 10.11779/CJGE2015S2022
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    Application of micro-nano bubble technology in remediation of polluted groundwater
    LI Heng-zhen, HU Li-ming, XIN Hong-bo
    2015, 37(zk2): 115-120. DOI: 10.11779/CJGE2015S2023
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    Model tests on a caisson-pile composite foundation in sand subjected to lateral static and cyclic loadings
    ZHANG Xun, HUANG Mao-song
    2015, 37(zk2): 121-124. DOI: 10.11779/CJGE2015S2024
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    Numerical model for deduction of inherent parameters of geomaterial
    ZHANG Zhi-yi, WU Yuan-xun, LI Ming-shu
    2015, 37(zk2): 125-130. DOI: 10.11779/CJGE2015S2025
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    Equations and numerical simulation for coupled water and heat transfer in frozen soil
    BAI Qing-bo, LI Xu, TIAN Ya-hu, FANG Jian-hong
    2015, 37(zk2): 131-136. DOI: 10.11779/CJGE2015S2026
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    Numerical simulation method for thermal-stress coupling in artificial freezing process
    SUN Li-qiang, REN Yu-xiao, YAN Shu-wang, YANG Ai-wu, HAN Sheng-zhang
    2015, 37(zk2): 137-142. DOI: 10.11779/CJGE2015S2027
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    Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess
    WANG Qian, WANG Ping, WANG Jun, ZHONG Xiu-mei, MA Hai-ping, FENG Min-jie
    2015, 37(zk2): 143-147. DOI: 10.11779/CJGE2015S2028
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    Evaluation method for multi-story buildings influenced by under-crossing metro tunnel
    HENG Chao-yang, TENG Yan-jing, SUN Xi-yuan, ZHOU Zhi
    2015, 37(zk2): 148-152. DOI: 10.11779/CJGE2015S2029
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    Calculation of earth pressure on baffle of cantilever anti-slide piles based on soil arching effects
    LIU Li-sheng, WU Shu-guang
    2015, 37(zk2): 153-157. DOI: 10.11779/CJGE2015S2030
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    Full scale in-situ static loading tests on pile groups in soft soils
    DAI Guo-liang, DAI Yong-xing, MAO Yan-bing, GONG Wei-ming, LI Xiao-juan
    2015, 37(zk2): 158-163. DOI: 10.11779/CJGE2015S2031
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    Coupled dynamic model for pile-soil-periodic-viaduct under moving loading
    SHA Xuan, FAN Zeng, LU Jian-fei
    2015, 37(zk2): 164-169. DOI: 10.11779/CJGE2015S2032
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    Model tests on sand embankment reinforced with geocell subjected to strip loading
    SUN Zhou, ZHANG Meng-xi, JIANG Sheng-wei
    2015, 37(zk2): 170-175. DOI: 10.11779/CJGE2015S2033
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    Stability analysis and reinforcement method for bedding shale slope
    ZHANG Xiao-yong, YANG Zhan-lei, YUAN Gao-ang, LIANG Ju-wei
    2015, 37(zk2): 176-180. DOI: 10.11779/CJGE2015S2034
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    Application of UH model considering temperature to finite element method
    FENG Xing, YAO Yang-ping, Li Ru-ning, WAN Zheng
    2015, 37(zk2): 181-185. DOI: 10.11779/CJGE2015S2035
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    Dispersion mechanism of soils revealed by grey system theory and verification tests
    ZHAO Gao-wen, FAN Heng-hui, SHI Mei, MA Xiao-li, LI Yu-gen, WEI Feng
    2015, 37(zk2): 186-190. DOI: 10.11779/CJGE2015S2036
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    Deformation and bearing characteristics of steel cement-soil wall constructed by TRD method
    TAN Ke, WANG Wei-dong, DI Guo-en
    2015, 37(zk2): 191-196. DOI: 10.11779/CJGE2015S2037
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    Field monitoring and analysis of stresses for dual-purpose pile wall
    HU Yun, WANG Wei-dong, SHEN Jian
    2015, 37(zk2): 197-201. DOI: 10.11779/CJGE2015S2038
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    3D numerical analysis and evaluation of the influence of tunneling on frame buildings
    ZOU Wen-hao, XU Ming
    2015, 37(zk2): 202-209. DOI: 10.11779/CJGE2015S2039
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    Advances in permeability for bentonite-based hydraulic containment barriers
    YANG Yu-ling, DU Yan-jun, FAN Ri-dong, WEI Ming-li
    2015, 37(zk2): 210-216. DOI: 10.11779/CJGE2015S2040
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    Numerical analysis of interactive behavior between pile and seabed soil under wave load
    HU Xiang, CHEN Jing-jian
    2015, 37(zk2): 217-221. DOI: 10.11779/CJGE2015S2041
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