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    Calculation and distribution of active earth pressure against flexible retaining walls
    YING Hong-wei, ZHU Wei, ZHENG Bei-bei, WANG Xiao-gang
    2014, 36(zk2): 1-6. DOI: 10.11779/CJGE2014S2001
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    Effect of bolt length and slope rate on optimum anchorage angle
    LIN Hang, ZHONG Wen-wen, XIONG Wei, TANG Wen-yu, CAO Ping
    2014, 36(zk2): 7-11. DOI: 10.11779/CJGE2014S2002
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    Anti-overturning stability analysis of cement-soil gravity retaining wall under different earth pressure modes
    MAO Ming-qiang, XIONG Ju-hua
    2014, 36(zk2): 12-17. DOI: 10.11779/CJGE2014S2003
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    Numerical simulation of safety evaluation of alluvial silt foundation pits along Qiantang River
    YANG Ying-xiao, CHEN Feng
    2014, 36(zk2): 18-23. DOI: 10.11779/CJGE2014S2004
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    Rebound effect of rock & soil excavation based on M-C elastic-plastic constitutive model
    YUAN Hai-ping, HAN Zhi-yong, LIN Hang, WANG Bin, CHEN Shui-mei
    2014, 36(zk2): 24-29. DOI: 10.11779/CJGE2014S2005
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    Numerical analysis of instability soil-nailing wall in deep foundation pits containing soft soil layer at middle and deep parts
    SHAN Ren-liang, DONG Hong-guo, CHEN Dai-kun
    2014, 36(zk2): 30-35. DOI: 10.11779/CJGE2014S2006
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    Method for earth pressure in design of steel sheet pile cofferdam
    TANG Jin-song, XIONG Bao-lin
    2014, 36(zk2): 36-41. DOI: 10.11779/CJGE2014S2007
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    Displacements and internal forces of retaining structures in center-island excavation based on foundation resistance method
    ZHANG Ai-jun, ZHANG Zhi-yun
    2014, 36(zk2): 42-47. DOI: 10.11779/CJGE2014S2008
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    Plastic deformation of soft clay under dynamic loading of deep foundation construction in Wuhan
    FENG Xiao-la, CUI De-shan, LI Xiang, YI Ming-ming, LIU Wen-yuan
    2014, 36(zk2): 48-55. DOI: 10.11779/CJGE2014S2009
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    Application of hardening soil model in deep excavations supported by pile-anchor and pile-braced composite supporting structures
    XIE Jian-bin, ZENG Xian-ming, HU Jing-you, WEN Yi-bo, WU Chang-chang
    2014, 36(zk2): 56-63. DOI: 10.11779/CJGE2014S2010
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    Influence of temperature stress on internal force and deformation of retaining structures for deep excavations
    XIANG Yan
    2014, 36(zk2): 64-69. DOI: 10.11779/CJGE2014S2011
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    Simplified calculation of heaving of soldier piles during excavation of foundation pits
    ZHAI Li-jia, DING Zhi, WANG Jin-yan
    2014, 36(zk2): 70-76. DOI: 10.11779/CJGE2014S2012
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    Comparative research on design approaches on retaining structure for deep foundation pits in Chinese and European geotechnical design codes
    LI Yuan-song, DUAN Xin, LI Yang, LI Xin-ping
    2014, 36(zk2): 77-81. DOI: 10.11779/CJGE2014S2013
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    Overall stability analysis of scattered pile-soil-nailing composite retaining system for foundation pits
    LIU Cheng-chi, YANG Min, LIU Bin, GU Hai-dong
    2014, 36(zk2): 82-86. DOI: 10.11779/CJGE2014S2014
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    Three-dimensional numerical analysis of factors affecting deformation of pile-anchor-support composite retaining structures for deep foundation pits
    SHAO Quan, XU Xue-lian, XU Song, XU Jun, TIAN Ming
    2014, 36(zk2): 87-91. DOI: 10.11779/CJGE2014S2015
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    Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall
    HUANG Cheng-zhong
    2014, 36(zk2): 92-98. DOI: 10.11779/CJGE2014S2016
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    Control technology of interface retaining structures of multiple adjacent deep excavations in silty sand
    YUAN Jing, CHEN Jin-you, LIU Xing-wang, HE Xiao-long
    2014, 36(zk2): 99-105. DOI: 10.11779/CJGE2014S2017
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    Sensitivity analysis of design parameters of soil-nailing and prestressed anchor structure for deep excavations
    ZHOU Yong, ZHANG Lei
    2014, 36(zk2): 106-112. DOI: 10.11779/CJGE2014S2018
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    Correlations of physical and mechanical properties of typical soft soils in Wuhan
    QU Ruo-feng, XU Guang-li, WANG Jin-feng, MA Yun, LI Jiang-long, FENG Shuang, ZHANG Fang-tao
    2014, 36(zk2): 113-119. DOI: 10.11779/CJGE2014S2019
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    Influencing factors for shear strength of Malan and Lishi compacted loess in Lanzhou
    JIA Liang, ZHU Yan-peng, ZHU Jun-chuan
    2014, 36(zk2): 120-124. DOI: 10.11779/CJGE2014S2020
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    Shear strength of lacustrine deposits in soft soil area of Kunming
    LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing
    2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
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    Formula for rigidity coefficient of soil anchor in “Technical specification for retaining and protection of building foundation excavations”
    NIE Zi-yun, TAN Xiao-bing, WANG Zheng-song, LI Feng-xiang
    2014, 36(zk2): 130-135. DOI: 10.11779/CJGE2014S2022
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    Numerical simulation of double-row bored concrete piles in foundation pits
    QIAN Ming
    2014, 36(zk2): 136-139. DOI: 10.11779/CJGE2014S2023
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    Influence of excavation on adjacent rigid-flexible piles considering change of void ratio coefficient with depth
    MA Shao-kun, HUANG Yan-zhen, CHEN Xin, JIANG Jie, SHAO Yu
    2014, 36(zk2): 140-145. DOI: 10.11779/CJGE2014S2024
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    Numerical simulation of influence on mechanical behavior of flexible retaining method with prestressed anchor
    TU Bing-xiong, JIA Jin-qing, YU Jin, CAI Yan-yan, LIU Shi-yu
    2014, 36(zk2): 146-153. DOI: 10.11779/CJGE2014S2025
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    Design and claculation of vertical besring capacity of diaphragm wall
    SUN Feng, XU Yang-qing, ZHANG Jing-wen
    2014, 36(zk2): 154-158. DOI: 10.11779/CJGE2014S2026
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    Analysis of steel sheet pile cofferdam using finite element method
    DU Chuang, DING Hong-yan, ZHANG Pu-yang, LI Jing
    2014, 36(zk2): 159-164. DOI: 10.11779/CJGE2014S2027
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    Optimization design and construction of large deep foundation pit groups in northwestern areas of China
    YANG Xiao-hui, ZHU Yan-peng, GUO Nan, HUANG Xue-feng
    2014, 36(zk2): 165-173. DOI: 10.11779/CJGE2014S2028
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    Simplified method for steel micropiles in treatment of excavation landslide
    HE Yong-qiang, YANG Shi-jiao, LUO Hui, CHEN Rong
    2014, 36(zk2): 174-179. DOI: 10.11779/CJGE2014S2029
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    Analysis on rock-arch effect of anti-slide piles and rational pile spacing in engineering project
    ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, XU Fei, YANG Shang-yang
    2014, 36(zk2): 180-185. DOI: 10.11779/CJGE2014S2030
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    Stabilty reliability analysis of composite soil nailing structures with prestressed anchors
    HUI Chen-yi, ZHU Yan-peng, YE Shuai-hua
    2014, 36(zk2): 186-190. DOI: 10.11779/CJGE2014S2031
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    Brief introduction to worldwide test types of anchorage
    FU Wen-guang
    2014, 36(zk2): 191-197. DOI: 10.11779/CJGE2014S2032
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    Combined application of multiple support forms in design of super-large deep foundation pits
    ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, ZHONG ZHi-hui, WEN Yong, CHEN Fu-qiang
    2014, 36(zk2): 198-204. DOI: 10.11779/CJGE2014S2033
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    Construction technology and engineering applications of capsule-type under-reamed ground anchor
    LIU Zhong, GUO Gang, ZHANG Yi, DENG Yi-bing, LU Jing-chun
    2014, 36(zk2): 205-211. DOI: 10.11779/CJGE2014S2034
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    Construction technology for connecting passage of foundation pit under existing optical fiber cables of Greeland Center
    LOU Nan, LIU Jun-yan, CAO Han-qing, CUI Wei-jiu
    2014, 36(zk2): 212-215. DOI: 10.11779/CJGE2014S2035
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    Anchor pipe support for excavations in coastal sand foundation
    CHEN Shao-ping, FENG Cheng, CHEN Wen-hua
    2014, 36(zk2): 216-221. DOI: 10.11779/CJGE2014S2036
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    Application of TRD cement-soil wall in deep excavations in Wuhan area
    WEI Xiang, LIANG Zhi-rong, LI Bo, ZHU Zuo-meng
    2014, 36(zk2): 222-226. DOI: 10.11779/CJGE2014S2037
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    New slurry pressure type soil-nailing technology and its working mechanism
    ZHANG Xu-hui, WU Xin, YU Jian-lin, HE Meng, GONG Xiao-nan
    2014, 36(zk2): 227-232. DOI: 10.11779/CJGE2014S2038
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    Prevention measures for diffraction flows around H-type steel joint of diaphragm wall
    MA Qin, ZHOU Ya-jun
    2014, 36(zk2): 233-235. DOI: 10.11779/CJGE2014S2039
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    Application and analysis of reinforcement effect of soil between double-row piles in deep foundation pits located in 1st terrace near Yangtze River
    WANG Biao, XU Guang-yao, SHI Mu-jun
    2014, 36(zk2): 236-241. DOI: 10.11779/CJGE2014S2040
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    Application of SMW retaining wall in deep foundation pits of urban roads
    DAI Pan, CHEN Ling, WEI Yu-chun
    2014, 36(zk2): 242-244. DOI: 10.11779/CJGE2014S2041
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    Analysis of a design example of a deep foundation pit in Wuhan
    LIU Xiu-zhen, CHENG Jie-lin, WEN Guo-xuan, XU Shui-chao
    2014, 36(zk2): 245-249. DOI: 10.11779/CJGE2014S2042
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    Construction techniques for large deep foundation pits in deep silt layer
    ZHANG Ju-shou, CAO Yang, GAO Yun-feng, WANG Chun-yan
    2014, 36(zk2): 250-253. DOI: 10.11779/CJGE2014S2043
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    Effect of curtain’s role in retaining on deformation of deep excavations
    CHEN Peng-fei, GONG Xiao-nan, LIU Nian-wu
    2014, 36(zk2): 254-258. DOI: 10.11779/CJGE2014S2044
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    Optimization of dewatering wells in deep foundation pit considering effect of retaining structure
    WANG Kang-da, TONG Li-yuan, WANG Zhan-sheng, LIU Song-yu
    2014, 36(zk2): 259-264. DOI: 10.11779/CJGE2014S2045
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    Assessment of effect of dewatering of excavations on nearby piers of operating high-speed railways
    MENG Chang-jiang, XIONG Da-sheng, ZHAO Hai-su, ZHANG Yan, YU Ting-xin
    2014, 36(zk2): 265-268. DOI: 10.11779/CJGE2014S2046
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    Lessons from impact of rising of ground water level on underground engineering in Tokyo
    XU Guang-li, MA Yun, ZHANG Jie-qing, FAN Shi-kai, QU Ruo-feng
    2014, 36(zk2): 269-273. DOI: 10.11779/CJGE2014S2047
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    Floatation-resistant stability of open excavation tunnels in offshore shallow stratum
    LIU Ji-guo, GUO Xiao-hong, CHENG Yong, WANG Qi-tong, CHEN Wei-zhong
    2014, 36(zk2): 274-278. DOI: 10.11779/CJGE2014S2048
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    Dewatering and monitoring analysis of a deep foundation pit in Lanzhou
    LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua
    2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049
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    Land subsidence caused by pits seepage erosion of deep foundation with suspended diaphragm walls in Shanghai
    ZHANG Xing-sheng, LU Yao-ru, WANG Jian-xiu, WONG Henry
    2014, 36(zk2): 284-290. DOI: 10.11779/CJGE2014S2050
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    Quality management of groundwater control of foundation pits
    QU Cheng-song
    2014, 36(zk2): 291-293. DOI: 10.11779/CJGE2014S2051
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    Effects of dewatering methods on seepage and deformation of foundation pits
    MA Chang-hui, MAO Yun, HUANG Wei, CAI Hong
    2014, 36(zk2): 294-298. DOI: 10.11779/CJGE2014S2052
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    Numerical simulation analysis of dewatering and recharge process of deep foundation pits
    HUANG Ying-chao, XU Yang-qing
    2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
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    Small-strain behavior-based method for eflect of excavations on adjacent pile foundations
    MU Lin-long, HUANG Mao-song
    2014, 36(zk2): 304-310. DOI: 10.11779/CJGE2014S2054
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    Effect of sandy soil deep excavation engineering on adjacent circumstance
    YU Jian-lin, XIA Xiao, ZHANG Wei, HU Li-ke
    2014, 36(zk2): 311-318. DOI: 10.11779/CJGE2014S2055
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    Deformation characteristics of deep excavations based on mass data
    YU Jun, GONG Xiao-nan, LI Yuan-hai
    2014, 36(zk2): 319-324. DOI: 10.11779/CJGE2014S2056
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    Settlement of buildings with shallow foundations induced by excavation in soft soils
    LIU Nian-wu, GONG Xiao-nan, YU Feng, TANG Heng-si
    2014, 36(zk2): 325-329. DOI: 10.11779/CJGE2014S2057
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    Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions
    FENG Xiao-la, XIONG Zong-hai, MO Yun, PANG Jian-chen
    2014, 36(zk2): 330-336. DOI: 10.11779/CJGE2014S2058
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    Effect of excavation of foundation pits on settlement and stability of buildings at top of slopes
    SHEN Jian, QIU Zi-feng, XU Xiao-yu
    2014, 36(zk2): 337-342. DOI: 10.11779/CJGE2014S2059
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    Prediction for ground settlement of deep excavations based on wavelet analysis
    GUO Jian, ZHA Lü-ying, PANG You-chao, SHEN Shuang-shuang, XIA Peng
    2014, 36(zk2): 343-347. DOI: 10.11779/CJGE2014S2060
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    Countermeasures and influences of deep excavations on retaining structures of existing high slopes
    LEI Yong, TANG Geng-chen, HU Ming
    2014, 36(zk2): 348-353. DOI: 10.11779/CJGE2014S2061
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    Field test on mechanical properties and deformation characteristics of double-row piles with different embedded depths
    ZUO Dian-jun, DENG Cheng-fa
    2014, 36(zk2): 354-359. DOI: 10.11779/CJGE2014S2062
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    Deformation characteristic of piles foundation pit engineering of urban rail transit in Beijing
    WU Feng-bo, JIN Huai, ZHU Shao-kun
    2014, 36(zk2): 360-367. DOI: 10.11779/CJGE2014S2063
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    Analytical prediction and numerical simulation of effect of a deep excavation project of wuhan metro on nearby viaduct
    HU Bin, WANG Xin-gang, FENG Xiao-la, HU Qi-chen, WANG Wei
    2014, 36(zk2): 368-373. DOI: 10.11779/CJGE2014S2064
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    Numerical simulation of deformation characteristics of supporting structure of deep foundation pits
    SHUAI Hong-yan, CHEN Shao-ping, ZENG Zhi
    2014, 36(zk2): 374-380. DOI: 10.11779/CJGE2014S2065
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    Influence of foundation pit excavation on displacement of existing metro tunnels and technical measures
    HUANG Zhao-wei, HUANG Xin, HU Xue-ying, QI Lin
    2014, 36(zk2): 381-385. DOI: 10.11779/CJGE2014S2066
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    Numerical study on a deep excavation of transportation hub underlying operating railways and a metro station
    LI Ming-guang, XU An-jun, DONG Feng, CHEN Jin-jian, WANG Jian-hua
    2014, 36(zk2): 386-390. DOI: 10.11779/CJGE2014S2067
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    Numerical analysis of influence of deep excavations on adjacent subway tunnels
    ZUO Dian-jun, SHI Lin, LI Ming-ming, JI Wen-dong
    2014, 36(zk2): 391-395. DOI: 10.11779/CJGE2014S2068
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    Interaction between internal bracing and anchor cable of deep foundation pits in complex soft soil areas
    ZHOU Zan-liang, FU Yan-bin, QIU Jian-jin, ZHAO Jun, HE Chuang
    2014, 36(zk2): 396-399. DOI: 10.11779/CJGE2014S2069
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    Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits
    LIU Yan, NIE Shu-min, LIU Tao
    2014, 36(zk2): 400-403. DOI: 10.11779/CJGE2014S2070
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    Monitoring and numerical simulation of deformation law of deep foundation pit of subway station in Lanzhou collapsible loess
    WU Yi-qian, ZHU Yan-peng
    2014, 36(zk2): 404-411. DOI: 10.11779/CJGE2014S2071
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    Monitoring of double-row piles and high buildings adjacent to deep foundation pits
    LI Dong-hai, WANG Meng-shu, YANG Guang-wu, LIU Jun, ZHANG Ding-li
    2014, 36(zk2): 412-417. DOI: 10.11779/CJGE2014S2072
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    Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering
    ZHANG Ming-ju, ZHAO Hong-chao
    2014, 36(zk2): 418-423. DOI: 10.11779/CJGE2014S2073
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    Measured characteristics of a deep soft soil excavation in complex environment
    YING Hong-wei, SUN Wei, LÜ Meng-jun, CHEN Dong
    2014, 36(zk2): 424-430. DOI: 10.11779/CJGE2014S2074
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    Measurement and numerical analysis of effect of excavation of foundation pits on metro tunnels
    HU Hai-ying, ZHANG Yu-cheng, YANG Guang-hua, ZHONG Zhi-hui, CHEN Fu-qiang
    2014, 36(zk2): 431-439. DOI: 10.11779/CJGE2014S2075
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    Displacement monitoring and deformation characteristics of a deep foundation pit in Lanzhou
    YE Shuai-hua, CHEN Chang-liu, KOU Wei-wei, ZHU Yan-peng
    2014, 36(zk2): 440-445. DOI: 10.11779/CJGE2014S2076
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    Monitoring and analysis of excavation based on supporting structures of double-row piles and prestressed anchor cables
    WANG Hong-yun, YAO Xiao-bo, ZHANG Yao, HU Jin
    2014, 36(zk2): 446-450. DOI: 10.11779/CJGE2014S2077
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    Measured deformation of a semi-circular foundation pit in Shanghai soft soils
    ZHANG Zhong-jie, TANG Xiang, WANG Jian-hua
    2014, 36(zk2): 451-454. DOI: 10.11779/CJGE2014S2078
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    Monitoring and numerical simulation of axial forces of struts for foundation pit of a metro transfer station
    ZHANG Guang-jian, YAO Xiao-bo, HU Jin
    2014, 36(zk2): 455-459. DOI: 10.11779/CJGE2014S2079
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    Monitoring analysis of structural construction of deep thick sand shaft in Zhanjiang Bay
    LIAO Wen-lai, ZHANG Jun-lu, CHEN Xiao-wen, DUAN Feng-hu, LI Xing
    2014, 36(zk2): 460-464. DOI: 10.11779/CJGE2014S2080
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    Monitoring study on anchor tension of deep excavation engineering of Wangjing A1-C-4 Project
    ZHANG Qin-xi, LIU Xin
    2014, 36(zk2): 466-470. DOI: 10.11779/CJGE2014S2081
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    Monitoring analysis of super large and deep foundation pit in alluvial plain of Yellow River
    XU Fei, WANG Wei-ming, ZHANG Qian-qing, LI Shu-cai, LI Li-ping, LIU Hong-liang, ZHANG Qian
    2014, 36(zk2): 471-478. DOI: 10.11779/CJGE2014S2082
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    Case study of settlement of adjacent buildings caused by excavation of a deep foundation pit
    XIA Chao, LIU Xiu-zhen
    2014, 36(zk2): 479-482. DOI: 10.11779/CJGE2014S2083
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    Design practice and monitoring analysis of deep excavations adjacent to protective historic buildings
    LIANG Zhi-rong, CHEN Ying, HUANG Kai-yong
    2014, 36(zk2): 483-488. DOI: 10.11779/CJGE2014S2084
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    Experimental study on effect of pressure grouting parameters on bearing capacity behavior of soil nailings
    ZHANG Guang-xing, GUAN Lin-bo
    2014, 36(zk2): 489-494. DOI: 10.11779/CJGE2014S2085
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    Effects of dewatering on adjacent underground pipelines during excavation of deep foundation pit at a metro station in Lanzhou
    ZHOU Yong, WEI Song-qi, ZHU Yan-peng
    2014, 36(zk2): 495-499. DOI: 10.11779/CJGE2014S2086
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    Monitoring technology of deformation of continuous concrete wall based on BOTDA
    DING Yong, WANG Ping, LI Peng-fei, XIA Tao, TANG Jin-long
    2014, 36(zk2): 500-503. DOI: 10.11779/CJGE2014S2087
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