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    Application of CPTU-based soil classification methods in Hong Kong-Zhuhai-Macao Bridge
    LIU Song-yu, ZOU Hai-feng, CAI Guo-jun, ZHU Liu-wen, DU Yu
    2017, 39(z2): 1-4. DOI: 10.11779/CJGE2017S2001
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    Effect of foundation piles on excavation stability and its calculation
    ZHENG Gang, ZHANG Tao, CHENG Xue-song
    2017, 39(z2): 5-8. DOI: 10.11779/CJGE2017S2002
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    Static and cyclic p-y curves for laterally loaded piles in soft clay
    HUANG Mao-song, MA Hao, LI Sen, YU Jian, ZHANG Chen-rong
    2017, 39(z2): 9-12. DOI: 10.11779/CJGE2017S2003
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    Effects of shear rate on strength properties and pile-soil interface of marine soft clay
    KONG Ling-wei, XIONG Chun-fa, GUO Ai-guo, YANG Ai-wu
    2017, 39(z2): 13-16. DOI: 10.11779/CJGE2017S2004
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    Experimental study on microstructure and mechanical properties of seabed soft soil from South China Sea
    JIANG Ming-jing, LI Zhi-yuan, HUANG He-peng, LIU Jun
    2017, 39(z2): 17-20. DOI: 10.11779/CJGE2017S2005
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    Simplified method for settlement calculation of rigid pile composite foundation in soft soils
    YANG Guang-hua, XU Chuan-bao, LI Zhi-yun, JIANG Yan, ZHANG Yu-cheng
    2017, 39(z2): 21-24. DOI: 10.11779/CJGE2017S2006
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    Application of UH model to analysis of deformation of embankment on soft soils
    FENG Xing, YAO Yang-ping, LI Ru-ning, HUO Hai-feng
    2017, 39(z2): 25-28. DOI: 10.11779/CJGE2017S2007
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    Discussions on elastic parameters of soil for land subsidence caused by decompression of confined aquifer in deep excavation
    LIANG Fa-yun, JIA Ya-jie, DENG Hang, YAO Xiao-qing
    2017, 39(z2): 29-32. DOI: 10.11779/CJGE2017S2008
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    Improvement of revised density method for stability analysis of rigid-pile composite foundation under flexible loads
    LIU Ji-fu, ZHENG Gang, GONG Xiao-nan, XIE Yong-li, CHEN Chang-fu
    2017, 39(z2): 33-36. DOI: 10.11779/CJGE2017S2009
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    Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles
    YU Jian-lin, LI Jun-yuan, WANG Chuan-wei, ZHANG Jia-lin, GONG Xiao-nan, CHEN Chang-fu, SONG Er-xiang
    2017, 39(z2): 37-40. DOI: 10.11779/CJGE2017S2010
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    Some problems in numerical analyses of basal upheaval stability of foundation pits
    WANG Cheng-hua, LI Ya-jie
    2017, 39(z2): 41-44. DOI: 10.11779/CJGE2017S2011
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    Characteristics of failure zones of soft soil foundation under flexible load of sandbag cofferdam
    ZHOU Xiao-wen, WANG Xiao-liang, WANG Ming-yuan, WANG li
    2017, 39(z2): 45-48. DOI: 10.11779/CJGE2017S2012
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    Critical buckling capacity of piles with different pile-head constraints for excavation beneath existing foundation
    SHAN Hua-feng, XIA Tang-dai, YU Feng, HU Jun-hua
    2017, 39(z2): 49-52. DOI: 10.11779/CJGE2017S2013
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    Stability analysis of submarine pipelines based on 3D model reconstruction
    XIONG Chun-bao, LI Zhi, SUN Xuan, ZHAI Jing-sheng
    2017, 39(z2): 53-56. DOI: 10.11779/CJGE2017S2014
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    Experimental study on electro-osmosis chemical grouting reinforcement of marine soft clay using tubular EKG
    SHEN Yang, QIU Chen-chen, SONG Shun-xiang, RUI Xiao-xi, SHI Wen
    2017, 39(z2): 57-61. DOI: 10.11779/CJGE2017S2015
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    Back analysis of performance of high fill embankment on soft soils based on field data
    YE Guan-bao, RAO Feng-rui, ZHANG Zhen, LU Wang-da, SU Ze-hao, XU Shi-lei
    2017, 39(z2): 62-66. DOI: 10.11779/CJGE2017S2016
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    Load-settlement rules and calculation of foundation piles in karst cave
    JIANG Wu-jun, YAN Ding-yuan, WANG Ming-ming, LI Yu, CHENG Hua-wei, JIANG Chong, CHENG Zhao
    2017, 39(z2): 67-70. DOI: 10.11779/CJGE2017S2017
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    Coupling effects of bidirectional cyclic loading and loading frequency on pore water pressure of saturated soft clay
    HUANG Jue-hao, CHEN Jian, KE Wen-hui, ZHONG Yu, QIU Yue-feng
    2017, 39(z2): 71-74. DOI: 10.11779/CJGE2017S2018
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    Evaluation of safety of buildings above tunnels accounting for spatial variability of soil properties
    CHENG Hong-zhan, CHEN Jian, HU Zhi-feng, LI Jian-bin
    2017, 39(z2): 75-78. DOI: 10.11779/CJGE2017S2019
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    OCR of Shanghai soft clay and its geological causes
    GAO Yan-bin, CHEN Zhong-qing
    2017, 39(z2): 79-82. DOI: 10.11779/CJGE2017S2020
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    Numerical simulation of composite foundation using pile-supported and geosynthetics-reinforced cushion with variable stiffness
    CAO Wen-zhao, ZHENG Jun-jie, YAN Yong
    2017, 39(z2): 83-86. DOI: 10.11779/CJGE2017S2021
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    Stability standards of plate load tests on soft foundation
    QIN Zhen-hua
    2017, 39(z2): 87-90. DOI: 10.11779/CJGE2017S2022
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    Application of micro-piles in reinforcment of soft soil area
    SUN Xun-hai, TONG Jian-xing, YANG Xin-hui, LUO Peng-fei, DU Shi-wei
    2017, 39(z2): 91-94. DOI: 10.11779/CJGE2017S2023
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    Seismic bearing capacity of strip footings adjacent to slopes
    YIN Xin, ZHOU Hai-zuo, ZHENG Gang
    2017, 39(z2): 95-98. DOI: 10.11779/CJGE2017S2024
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    Centrifuge tests on behaviors of soft clay subgrade under cyclic loading
    QIAN Jian-gu, WANG Qi-wei
    2017, 39(z2): 99-102. DOI: 10.11779/CJGE2017S2025
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    Application of PU grouting in settlements of structures induced by excavation
    SU Zhi-peng, LIANG Yong-hui
    2017, 39(z2): 103-106. DOI: 10.11779/CJGE2017S2026
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    Experimental study on consolidation characteristics of polyacrylamide-modified lime-stabilized dredger fill
    LEI Hua-yang, XU Ying-gang, LI Xin, LIU Guang-xue, JIN Ya-wei
    2017, 39(z2): 107-111. DOI: 10.11779/CJGE2017S2027
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    Wall deflection induced by pre-excavation dewatering under different construction conditions
    ZENG Chao-feng, HU Yi, XUE Xiu-li
    2017, 39(z2): 112-115. DOI: 10.11779/CJGE2017S2028
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    Reinforcement characteristics of ultra-soft ground in Tianjin Port
    YIN Chang-quan
    2017, 39(z2): 116-119. DOI: 10.11779/CJGE2017S2029
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    Calculation of coefficient of compressibility for air-water mixture in gassy soils
    LIU Kan, ZHU Xiao-jun, ZHANG Fan-ge, YANG Min
    2017, 39(z2): 120-123. DOI: 10.11779/CJGE2017S2030
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    Application of vacuum preloading method in consolidating soft soil foundation
    CAO Jie, ZHENG Jian-guo, LIU Zhi, LI Bo, LI Pan, YANG Chao, HE Dan, ZHAO Hai-yuan
    2017, 39(z2): 124-127. DOI: 10.11779/CJGE2017S2031
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    Back analysis of construction of large deep excavations using intelligent optimization algorithm
    ZUO Zi-bo, HUANG Yu-lin, WU Xiao-jian
    2017, 39(z2): 128-131. DOI: 10.11779/CJGE2017S2032
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    Introduction and analysis of an accident in a shield tunnel
    ZHENG Gang, CUI Tao, CHENG Xue-song, SUN Ji-bin, GE Long-bo
    2017, 39(z2): 132-135. DOI: 10.11779/CJGE2017S2033
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    Model tests on carbonated reactive MgO mixing piles
    LIU Song-yu, CAI Guang-hua, DU Guang-yin, WANG Liang
    2017, 39(z2): 136-139. DOI: 10.11779/CJGE2017S2034
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    Evaluation of soft soil engineering characteristics of Sanya New Airport from CPTU data
    PENG Peng, CAI Guo-jun, LIU Song-yu, ZHU Liu-wen, ZHAO Jian, XIA Han
    2017, 39(z2): 140-144. DOI: 10.11779/CJGE2017S2035
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    Experimental study on flocculation-accelerated deposition of dredger fill
    ZHENG Ai-rong, ZHU Hong-man
    2017, 39(z2): 145-148. DOI: 10.11779/CJGE2017S2036
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    Reinforcement technology for vacuum preloading combined with lime mixing method for soft soil foundation
    LIU Ai-min
    2017, 39(z2): 149-152. DOI: 10.11779/CJGE2017S2037
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    Analytical method for single pile under V-H-M combined loads in sand
    MU Lin-long, KANG Xing-yu, LI Wan
    2017, 39(z2): 153-156. DOI: 10.11779/CJGE2017S2038
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    Three-dimensional finite element analysis of effects of foundation underpinning on deformation control of existing buildings adjacent to a deep excavation
    LI Jing, XU Zhong-hua, WANG Wei-dong
    2017, 39(z2): 157-161. DOI: 10.11779/CJGE2017S2039
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    Application of foundation reinforcement by anchor-jacked piles under low clearance
    WU Jiang-bin, WANG Xiang-jun, SONG Qing-jun
    2017, 39(z2): 162-165. DOI: 10.11779/CJGE2017S2040
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    Analysis and design of conversion structure of an underground substation combined with superstructure
    SU Yin-jun, JIANG Bo, WENG Qi-ping
    2017, 39(z2): 166-170. DOI: 10.11779/CJGE2017S2041
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    Field tests on bearing behavior of double pipe piles under horizontal load in Yellow River alluvial plain
    QI Le, SONG Xiu-guang, ZHANG Hong-bo, ZHOU Zhi-dong, YUE Hong-ya
    2017, 39(z2): 171-174. DOI: 10.11779/CJGE2017S2042
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    Monitoring and analysis of influence of excavations on adjacent metro structures in soft soils
    ZHANG Li-ming, ZHU Gan-ping, ZHENG Xi-yu, YANG Zhen-dan
    2017, 39(z2): 175-179. DOI: 10.11779/CJGE2017S2043
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    Upper bound analysis of basal stability of excavations in clay based on variable combined mechanism
    TANG Zhen, HUANG Mao-song, YUAN Ju-yun
    2017, 39(z2): 180-183. DOI: 10.11779/CJGE2017S2044
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    Experimental study on dynamic characteristics of structural soft clay under different vibration frequencies
    YANG Ai-wu, WANG Ya-cheng
    2017, 39(z2): 184-188. DOI: 10.11779/CJGE2017S2045
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    Model tests and numerical simulations of newly sheet-free vacuum preloading method for ultra-soft dredger fills
    LEI Hua-yang, LIU Ying-nan, FENG Shuang-xi, LIU Jing-jin
    2017, 39(z2): 189-193. DOI: 10.11779/CJGE2017S2046
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    Effect of compression of organic matter on consolidation behavior of peaty soil
    FANG Kun-bin, LI Wei-chao, YANG Min
    2017, 39(z2): 194-197. DOI: 10.11779/CJGE2017S2047
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    Effect of strain rate on consolidation behavior of Ariake clay and selection of the suitable strain rate
    JIA Rui, LEI Hua-yang
    2017, 39(z2): 198-202. DOI: 10.11779/CJGE2017S2048
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    Numerical study on mechanical behavior of bent bolted connection in shield tunnel under effect of preload
    ZHANG Wen-jun, ZHANG Yun-pei, SONG Xiao-long
    2017, 39(z2): 203-206. DOI: 10.11779/CJGE2017S2049
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    Influencing factors of deep excavation on bearing capacity and settlement of piles beneath excavation
    DIAO Yu, LI Guang-shuai, ZHENG Gang
    2017, 39(z2): 207-211. DOI: 10.11779/CJGE2017S2050
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    K0-determination by stress path triaxial apparatus with bender element
    LIU Lin, GU Xiao-qiang, HUANG Mao-song
    2017, 39(z2): 212-215. DOI: 10.11779/CJGE2017S2051
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    Causes and processing methods for quality defects of soft foundation reinforcement using CFG piles
    LI San-ming, YAN Bo, AN Hai-tang, CHENG Zong-liang, XU Wei
    2017, 39(z2): 216-219. DOI: 10.11779/CJGE2017S2052
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    Vibration of different types of tracks of subway in soft soil
    DING Zhi, WANG Yong-an, GU Xiao-wei, HUANG Xiao-bin, WEI Xin-jiang, WEI Gang
    2017, 39(z2): 220-223. DOI: 10.11779/CJGE2017S2053
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    Simplified analysis of frame buildings with shallow foundation induced by excavation of adjacent foundation pit
    ZHANG Zhi-guo, YANG Xuan, ZHAO Qi-hua, FEI Si-yi, JIA Yan-chen
    2017, 39(z2): 224-227. DOI: 10.11779/CJGE2017S2054
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    A review of recent advances in permeable pipe pile
    ZENG Chao-feng, XUE Xiu-li, MEI Guo-xiong
    2017, 39(z2): 228-231. DOI: 10.11779/CJGE2017S2055
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    The study of shakedown analysis for Von-Mises half-space
    ZHUANG Yan, WANG Meng, WANG Kang-yu
    2017, 39(z2): 232-235. DOI: 10.11779/CJGE2017S2056
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    Evaluation method for sand liquefaction of Hong Kong-Zhuhai-Macao Bridge based on CPTU tests
    DUAN Wei, CAI Guo-jun, LIU Song-yu, ZHU Liu-wen, DU Yu
    2017, 39(z2): 236-239. DOI: 10.11779/CJGE2017S2057
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    Computational method for end resistance of large-diameter ultra-long piles during pile sliding
    JIA Zhao-lin, LIAN Ji-jian, CHEN Kun, YANG Ai-wu, YUAN Xin-yong, WANG Xiao-he
    2017, 39(z2): 240-243. DOI: 10.11779/CJGE2017S2058
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    Laboratory tests on erosion of overlying sand layer on shallow and strong permeable stratum in dike (dam) foundation
    WANG Zheng-cheng, MAO Hai-tao, WANG Xiao-ju, HUANG Hai-jun, HU Hong-hao
    2017, 39(z2): 244-248. DOI: 10.11779/CJGE2017S2059
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    Development of 2-D laminar shear box and shaking table tests on model soil
    CAO Wen-ran, TIAN Wei, LI Chun
    2017, 39(z2): 249-253. DOI: 10.11779/CJGE2017S2060
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