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Volume 41 Issue 7
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LIU Song-yu, LI Hong-jiang, TONG Li-yuan, ZHANG Ming-fei, ZHOU Zhi-hong. Model tests and new progress of pile response due to underground excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1329-1338. DOI: 10.11779/CJGE201907018
Citation: LIU Song-yu, LI Hong-jiang, TONG Li-yuan, ZHANG Ming-fei, ZHOU Zhi-hong. Model tests and new progress of pile response due to underground excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1329-1338. DOI: 10.11779/CJGE201907018
shu

Model tests and new progress of pile response due to underground excavations

  • 1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China;
    2. Civil Engineering and Architecture Institute, Zhengzhou University of Aeronautics, Zhengzhou 450046, China;
    3. Jiangsu Provincial Construction Drawing Examination & Verification Center, Nanjing 210036, China

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  • Received Date: July 11, 2018
  • Published Date: July 24, 2019
    Graphical Abstract
    • Abstract
  • The disaster from the unloading effects induced by underground excavations has always been one of the high-concern issues. In recent years, a series of ground deformation, pile foundation tilt, or building collapse cases have taken place in China, and sometimes they even threaten people's lives and property. The imperfection of the conventional model tests for simulating underground excavations is introduced, and the typical experimental test methods and test devices including small-scale and centrifuge models corresponding to excavation of foundation pit and tunneling in the past two decades are briefly compared. In this study, a new testing apparatus for pile load response undergoing underground excavations is proposed, and its design principles and technical characteristics are analyzed. Using the test boxes, the studies on the lateral pile response to adjacent excavation and the blocking effect of a barrier on the flow of groundwater are conducted. Finally, some suggestions and prospects about the future study on unloading piles are put forward.
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    • References (57)
  • [1]
    ROSCOE K H, SCHOFIELD A N, THURAIRAJAH A.Yielding of clays in states wetter than critical[J]. Géotechnique, 1963, 13(3): 211-240.
    [2]
    YIN Z Y, CHANG C S.Stress-dilatancy behavior for sand under loading and unloading conditions[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(8): 855-870.
    [3]
    刘国彬, 贾付波. 基坑回弹时间效应的试验研究[J].岩石力学与工程学报, 2007, 26(增刊1): 3040-3044.
    (LIU Guo-bin, JIA Fu-bo.Test research on time effect of foundation pit rebound[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S1): 3040-3044. (in Chinese))
    [4]
    贾坚, 谢小林. 上海软土地区深大基坑的卸荷变形及控制[J]. 岩土工程学报, 2008, 30(增刊1): 376-380.
    (JIA Jian, XIE Xiao-lin.Deformation and control measures of deep and large excavation in Shanghai soft clay area[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(S1): 376-380. (in Chinese))
    [5]
    OU C, HSIEH P, CHIOU D.Characteristics of ground surface settlement during excavation[J]. Canadian Geotechnical Journal, 1993, 30(5): 758-767.
    [6]
    CUI Y, KISHIDA K, KIMURA M.Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground[J]. Tunnelling and Underground Space Technology, 2017, 63: 194-204.
    [7]
    黄茂松, 王卫东, 郑刚. 软土地下工程与深基坑研究进展[J]. 土木工程学报, 2012, 45(6): 146-161.
    (HUANG Mao-song, WANG Wei-dong, ZHENG Gang.A review of recent advances in the underground engineering and deep excavations in soft soils[J]. China Civil Engineering Journal, 2012, 45(6): 146-161. (in Chinese))
    [8]
    郑刚, 朱合华, 刘新荣, 等. 基坑工程与地下工程安全及环境影响控制[J]. 土木工程学报, 2016, 49(6): 1-24.
    (ZHENG Gang, ZHU He-hua, LIU Xin-rong, et al.Control of safety of deep excavations and underground engineering and its impact on surrounding environment[J]. China Civil Engineering Journal, 2016, 49(6): 1-24. (in Chinese))
    [9]
    GOH A, WONG K S, TEH C I, et al.Pile response adjacent to braced excavation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(4): 383-386.
    [10]
    ONG D E L, LEUNG C F, CHOW Y K. Time-dependent pile behaviour due to excavation-induced soil movement in clay[C]// Proc 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Massachusetts Institute of Technology. Boston, 2003.
    [11]
    LEUNG C F, LIM J K, CHOW Y K.Behaviour of pile due to excavation-induced soil movement in clay[C]// 15th Int Conf on Soil Mech and Geotechnical Engineering. Istanbul, 2001.
    [12]
    POULOS H G, CHEN L T.Pile response due to excavation-induced lateral soil movement[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123(2): 94-99.
    [13]
    NG C W W, HONG Y, SOOMRO M A. Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling[J]. Géotechnique, 2015, 65(1): 38-51.
    [14]
    LOGANATHAN N, POULOS H G.Analytical prediction for tunneling-induced ground movements in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(9): 846-856.
    [15]
    CHEN L T, POULOS H G, LOGANATHAN N.Pile responses caused by tunneling[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(3): 207-215.
    [16]
    杨敏, 靳军伟. 桩基础与既有地铁隧道相互影响的研究进展[J]. 建筑结构学报, 2016, 37(8): 90-100.
    (YANG Min, JIN Jun-wei.Research progress on interaction of pile foundation with nearby existing subway tunnel[J]. Journal of Building Structure, 2016, 37(8): 90-100. (in Chinese))
    [17]
    郑俊杰, 章荣军, 潘玉涛, 等. 考虑开挖卸荷及变形耦合效应的被动桩分析方法[J]. 岩土工程学报, 2012, 34(4): 606-614.
    (ZHENG Jun-jie, ZHANG Rong-jun, PAN Yu-tao, et al.Analytic method for passive piles considering excavation- induced unloading effects and deformation coupling effect[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 606-614. (in Chinese))
    [18]
    张治国, 徐晨, 宫剑飞. 考虑桩侧土体三维效应和地基剪切变形的隧道开挖对邻近桩基影响分析[J]. 岩土工程学报, 2016, 38(5): 846-856.
    (ZHANG Zhi-guo, XU Chen, GONG Jian-fei.Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 846-856. (in Chinese))
    [19]
    龚晓南, 王继成, 伍程杰. 深基坑开挖卸荷对既有桩基侧摩阻力影响分析[J]. 湖南大学学报(自然科学版), 2014, 41(6): 70-76.
    (GONG Xiao-nan, WANG Ji-cheng, WU Cheng-jie.Effect of unloading on the shaft resistance of existing piles due to deep excavation[J]. Journal of Hunan University (Natural Science), 2014, 41(6): 70-76.(in Chinese))
    [20]
    胡琦, 凌道盛, 陈云敏, 等. 深基坑开挖对坑内基桩受力特性的影响分析[J]. 岩土力学, 2008, 29(7): 1965-1970.
    (HU Qi, LING Dao-sheng, CHEN Yun-min, et al.Study of loading characters of pile foundation due to unloading of deep foundation pit excavation[J]. Rock and Soil Mechanics, 2008, 29(7): 1965-1970. (in Chinese))
    [21]
    陈锦剑, 吴琼, 王建华, 等. 开挖卸荷条件下单桩承载力特性的模型试验研究[J]. 岩土工程学报, 2010, 32(增刊2): 97-100.
    (CHEN Jin-jian, WU Qiong, WANG Jian-hua, et al.Model tests on bearing capacity of single pile influenced by excavation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 97-100. (in Chinese))
    [22]
    杨敏, 逯建栋. 深开挖基坑回弹引起的坑中桩受力与位移计算[J]. 同济大学学报(自然科学版), 2010, 38(12): 1730-1735.
    (YANG Min, LU Jian-dong.A calculation of behavior of underpinning pile subjected to excavation of deep foundation pit[J]. Journal of Tongji University (natural science), 2010, 38(12): 1730-1735. (in Chinese))
    [23]
    CHEN L T, POULOS H G, HULL T S.Model tests on pile groups subjected to lateral soil movement[J]. Soils and Foundations, 1997, 37(1): 1-12.
    [24]
    PAN J L, GOH A, WONG K S, et al.Ultimate soil pressures for piles subjected to lateral soil movements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(6): 530-535.
    [25]
    GUO W D, GHEE E H.Model tests on single piles in sand due to soil movement[C]// Proc 18th Australasian Conf on the Mechanics of Structures and Materials. London, 2004: 997-1003.
    [26]
    陈锦剑, 王建华, 范巍, 等. 抗拔桩在大面积深开挖过程中的受力特性分析[J]. 岩土工程学报, 2009, 31(3): 402-407.
    (CHEN Jin-jian, WANG Jian-hua, FAN Wei, et al.Behavior of up-lift pile foundation during large-scale deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 402-407. (in Chinese))
    [27]
    LYNDON A, SCHOFIELD A N.Centrifugal model test of a short-term failure in London clay[J]. Geotechnique. 1970, 20(4): 440-442.
    [28]
    BOLTON M D, POWRIE W.The collapse of diaphragm walls retaining clay[J]. Géotechnique, 1987, 37(3): 335-353.
    [29]
    BOLTON M D, POWRIE W.Behaviour of diaphragm walls in clay prior to collapse[J]. Géotechnique, 1988, 38(2): 167-189.
    [30]
    KIMURA T, TAKEMURA J, HIRO-OKA A, et al.Excavation in soft clay using in-flight excavator[C]// Proc Int Conf Centrifuge 94. Singapore, 1994.
    [31]
    LOH C K, TAN T S, LEE F H.Three-dimensional excavation tests in the centrifuge[C]// Proc Int Conf Centrifuge 98. Rotterdam, 1998.
    [32]
    LEUNG C F, CHOW Y K, SHEN R F.Behavior of pile subject to excavation-induced soil movement[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(11): 947-954.
    [33]
    LEUNG C F, LIM J K, SHEN R F, et al.Behavior of pile groups subject to excavation-induced soil movement[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2003, 129(1): 58-65.
    [34]
    ONG D E, LEUNG C E, CHOW Y K.Pile behavior due to excavation-induced soil movement in clay I: stable wall[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2006, 132(1): 36-44.
    [35]
    LEUNG C F, ONG D E, CHOW Y K.Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(1): 45-53.
    [36]
    ONG D, LEUNG C F, CHOW Y K.Behavior of pile groups subject to excavation-induced soil movement in very soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(10): 1462-1474.
    [37]
    ZHENG G, PENG S Y, NG C W, et al.Excavation effects on pile behaviour and capacity[J]. Canadian Geotechnical Journal, 2012, 49(12): 1347-1356.
    [38]
    MORTON J D, KING K H.Effects of tunneling on the bearing capacity and settlement of piled foundations[C]// Proc Tunneling 79, IMM. London, 1979.
    [39]
    LOGANATHAN N, POULOS H G, STEWART D P.Centrifuge model testing of tunnelling-induced ground and pile deformations[J]. Géotechnique, 2000, 50(3): 283-294.
    [40]
    LEE Y, BASSETT R H.Influence zones for 2D pile-soil-tunnelling interaction based on model test and numerical analysis[J]. Tunnelling and Underground Space Technology, 2007, 22(3): 325-342.
    [41]
    MEGUID M A, MATTAR J.Investigation of tunnel-soil-pile interaction in cohesive soils[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2009, 135(7): 973-979.
    [42]
    LEE G T, NG C W.Effects of advancing open face tunneling on an existing loaded pile[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(2): 193-201.
    [43]
    孙庆, 杨敏, 冉侠, 等. 隧道开挖对周围土体及桩基影响的试验研究[J]. 同济大学学报(自然科学版), 2011, 39(7): 989-993.
    (SUN Qing, YANG Min, RAN Xia, et al.Test study on tunneling-induced soil movement and pile responses[J]. Journal of Tongji University (Natural Science), 2011, 39(7): 989-993. (in Chinese))
    [44]
    NG C W W, LU H, PENG S Y. Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile[J]. Tunnelling and Underground Space Technology, 2013, 35: 189-199.
    [45]
    马少坤,WONG K S, 吕虎, 等. 膨胀土地基中隧道施工对群桩影响研究[J]. 岩土力学, 2013, 34(11): 3055-3060.
    (MA Shao-kun, WONG K S, LÜ Hu, et al.Study of effects of tunnel construction on pile group in expansive soil[J]. Rock and Soil Mechanics, 2013, 34(11): 3055-3060. (in Chinese))
    [46]
    马少坤, 邵羽, 吕虎, 等. 地下水位循环变化时隧道开挖对群桩的长期影响研究[J]. 岩土力学, 2016, 37(6): 1563-1568.
    (MA Shao-kun, SHAO Yu, LÜ Hu, et al.A study of the long-term influence of twin tunneling on the existing pile group under cyclic variation of groundwater level[J]. Rock and Soil Mechanics, 2016, 37(6): 1563-1568. (in Chinese))
    [47]
    GHAHREMANNEJAD B, SURJADINATA J, POON B, et al.Effects of tunneling on model pile foundations[C]// Proc 6th Int Conf on Physical Modelling in Geotechnics. Leiden, 2006.
    [48]
    MEGUID M A, MATTAR J.Investigation of tunnel-soil-pile interaction in cohesive soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(7): 973-979.
    [49]
    BEZUIJEN A, Van der SCHRIER J. The influence of a bored tunnel on pile foundations[C]// Proc Int conf Centrifuge 94. Singapore, 1994.
    [50]
    HERGARDEN H, Der POEL I, Van der SCHIIER J S. Ground movements due to tunneling: Influence on pile foundations[C]// Proc Int Symp on Geotechnical Aspects of Underground Construction in Soft Ground. London, 1996.
    [51]
    GRANT R J, TAYLOR R N.Centrifuge modelling of ground movements due to tunnelling in layered ground[C]// Proc of the Int Symp on Geotech Aspects of Underground Construction in Soft Ground. Mair, 1996.
    [52]
    RAN X, LEUNG C F, CHOW Y K.Centrifuge modelling of tunnel-pile interaction in clay[C]// Proceedings of Underground Singapore. Singapore, 2003: 256-263.
    [53]
    JACOBSZ S W.The effects of tunnelling on piled foundations[R]. London: University of Cambridge, 2003.
    [54]
    JACOBSZ S W, STANDING JR, MAIR R J, et al.Centrifuge modelling of tunnelling near driven piles[J]. Soils and Foundations, 2004, 44(1): 49-56.
    [55]
    CHIANG K, LEE C.Responses of single piles to tunneling-induced soil movements in sandy ground[J]. Canadian Geotechnical Journal, 2007, 44(10): 1224-1241.
    [56]
    ONG C W.Centrifuge model study of tunnel-soil-pile interaction in soft clay[M]. Singapore: National University of Singapore, 2009.
    [57]
    张明飞. 地下水位变动诱发地铁隧道变形机理及其与地铁隧道相互影响研究[D]. 南京: 东南大学, 2018.
    (ZHANG Ming-fei.Deformation mechanism of subway tunnel induced by groundwater level variation and its interaction with tunnel[D]. Nanjing: Southeast University, 2018. (in Chinese))
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