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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

38卷

期数:

2021年03期

页码:

117-126

栏目:

出版日期:

2021-05-25

文章信息/Info

Title:

Influence of Underpass Tunnel on Bearing Capacity and Settlement of Adjacent Pile Foundation

作者:

王超雄¹,胡裕琛^2,3,莫品强^2.3,高新慰^2,3

(1. 中冶集团武汉勘察研究院有限公司,湖北 武汉 430080; 2. 中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116; 3. 中国矿业大学 力学与土木工程学院,江苏 徐州 221116)

Author(s):

WANG Chao-xiong¹, HU Yu-chen^2,3, MO Pin-qiang^2,3, GAO Xin-wei^2,3

(1. Wuhan Surveying-geotechnical Research Institute Co., Ltd of MCC,Wuhan 430080, Hubei, China; 2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China; 3. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China)

关键词:

隧道开挖;  桩基;  小孔扩张-收缩理论;  承载力;  沉降

Keywords:

tunnel excavation;  pile foundation;  cavity expansion-contraction theory;  bearing capacity;  settlement

分类号:

TU473

DOI:

10.19815/j.jace.2020.06031

文献标志码:

A

摘要:

总结了下穿隧道开挖对邻近桩基产生的影响和小孔扩张-收缩理论的相关研究,分析了两阶段分析法、整体分析法和室内模型试验3种常见研究隧道-桩基相互作用方法的优缺点,同时在总结岩土介质小孔扩张-收缩理论研究及其在桩基工程和隧道工程中应用的基础上,指出了现有小孔扩张-收缩理论在研究浅埋隧道开挖中的不足。提出一种关于浅埋隧道-桩基相互作用的求解思路,即考虑地表效应的影响,采用有限介质小孔扩张-收缩理论进行求解。给出了该方法的初始计算模型和计算流程图,并将理论计算所得各阶段土体的位移场与离心模型试验结果进行对比,验证了方法的可行性,最后基于此计算模型给出了各阶段土体的应力场及变化量。结果表明:小孔扩张-收缩理论可以考虑三维隧道开挖对邻近桩基的影响,为解决隧道-桩基相互作用提供了新的解决思路。

Abstract:

The influence of tunnel excavation on the adjacent pile foundations was reviewed, and the relevant studies on the theory of cavity expansion-contraction were summarized. The advantages and disadvantages of existing three common research methods for tunnel-pile interaction were analyzed, including the two-stage method, overall analysis method and indoor model test. On the basis of summarizing research on the theory of cavity expansion-contraction theory in geomaterials and its application in pile foundation engineering and tunnel engineering, the shortcomings of the existing cavity expansion-contraction theory for the study of shallow tunnel excavation were pointed out. Therefore, it was proposed that the interaction between shallow buried tunnel and pile foundation should be solved by using the theory of cavity expansion-contraction in a finite media considering the influence of surface effect. In addition, the initial calculation model and calculation flowchart of the method were provided, the displacement field of each stage of soil obtained by theoretical calculation was compared with the results of centrifugal model test, and the feasibility of the method was verified. Finally, based on the model, the stress field and variation of soil in each stage were given. The results show that the influence of three-dimensional tunnel excavation on adjacent pile foundations can be considered in the theory of cavity expansion-contraction, which provides a new solution to the interaction between tunnel and pile foundation.

参考文献/References:

[1] 钱七虎.迎接我国城市地下空间开发高潮[J].岩土工程学报,1998,20(1):112-113.
QIAN Qi-hu.Welcome Our Country City Underground Space Development Climax[J].Chinese Journal of Geotechnical Engineering,1998,20(1):112-113.
[2]余海岁,庄培芝.岩土介质小孔收缩理论及其在隧道工程中的应用[J].隧道与地下工程灾害防治,2019,1(4):13-32.
YU Hai-sui,ZHUANG Pei-zhi.Cavity Contraction Theory and Its Application to Tunnelling[J].Hazard Control in Tunnelling and Underground Engineering,2019,1(4):13-32.
[3]PECK R B.Deep Excavations and Tunneling in Soft Ground[C]//ICSMFE.Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering.Mexico City:ICSMFE,1969:225-290.
[4]JACOBSZ S W,STANDING J R,MAIR R J,et al.Centrifuge Modelling of Tunnelling Near Driven Piles[J].Soils and Foundations,2004,44(1):49-56.
[5]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.
[6]VERRUIJT A,BOOKER J R.Surface Settlements Due to Deformation of a Tunnel in an Elastic Half Plane[J].Geotechnique,1996,46(4):753-756.
[7]LOGANATHAN N,POULOS H G,XU K J.Ground and Pile-group Responses Due to Tunnelling.[J].Soils and Foundations,2001,41(1):57-67.
[8]黄茂松,江 杰,张陈蓉.基于Winkler模型的桩基分析方法[J].土木工程学报:2007,40(增):122-127.
HUANG Mao-song,JIANG Jie,ZHANG Chen-rong.Analysis for Piled Foundation Based on Winkler Models[J].China Civil Engineering Journal,2007,40(S):122-127.
[9]张治国,徐 晨,宫剑飞.隧道开挖对邻近桩基变形及承载能力影响的弹塑性解答[J].岩石力学与工程学报,2017,36(1):208-222.
ZHANG Zhi-guo,XU Chen,GONG Jian-fei.An Elasto-plastic Solution of Pile Deflection and Pile Load Capacity Due to Adjacent Tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2017,36(1):208-222.
[10]张治国,鲁明浩,徐 晨,等.基于Kerr地基模型的隧道开挖诱发桩基变形简化方法[J].现代隧道技术,2016,53(6):55-66.
ZHANG Zhi-guo,LU Ming-hao,XU Chen,et al.Simplified Solution for Tunnelling-induced Pile Foundation Deformation Based on the Kerr Foundation Model[J].Modern Tunnelling Technology,2016,53(6):55-66.
[11]朱逢斌,杨 平,林水仙.盾构隧道施工对邻近承载桩基影响研究[J].岩土力学,2010,31(12):3894-3900.
ZHU Feng-bin,YANG Ping,LIN Shui-xian.Study of Influence of Shield Tunneling on Neighboring Loaded Piles[J].Rock and Soil Mechanics,2010,31(12):3894-3900.
[12]郭孝坤.郑州地铁盾构下穿施工对既有建筑桩基承载力的影响研究[D].郑州:郑州大学,2015.
GUO Xiao-kun.Study on Effects of Shield Tunnelling Underneath Pile Foundation of Existing Building on Bearing Capacity in Zhengzhou[D].Zhengzhou:Zhengzhou University,2015.
[13]韩进宝,熊巨华,孙 庆,等.邻近桩基受隧道开挖影响的多因素三维有限元分析[J].岩土工程学报,2011,33(增2):339-344.
HAN Jin-bao,XIONG Ju-hua,SUN Qing,et al.Multi-factor Three-dimensional Finite Element Analysis of Effects of Tunnel Construction on Adjacent Pile Foundation[J].Chinese Journal of Geotechnical Engineering,2011,33(S2):339-344.
[14]LEE C J,CHIANG K H.Load Transfer on Single Pile near New Tunnelling in Sandy Ground[C]//JGS.Proceedings of the International Symposium on Engineering Practice and Performance of Soft Deposits.Osaka:JGS,2004:501-506.
[15]MARSHALL A M.Tunnelling in Sand and Its Effect on Pipelines and Piles[D].Cambridge:University of Cambridge,2009.
[16]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):989-993,1025.
SUN Qing,YANG Min,RAN Xia,et al.Test Study on Tunnelling-induced Soil Movements and Pile Responses[J].Journal of Tongji University:Natural Science,2011,39(7):989-993,1025.
[17]FRANZA A,MARSHALL A M.Centrifuge Modelling of Tunnelling Beneath Axially Loaded Displacement and Non-displacement Piles in Sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2017,277:576-586.
[18]BISHOP R F,HILL R,MOTT N F.The Theory of Indentation Hardness Tests[J].Proceedings of Physics Society,1945,57:147-159.
[19]VESIC A S.Design of Pile Foundations[M].Washington DC:Transportation Research Board,1977.
[20]COLLINS I F,YU H S.Undrained Cavity Expansions in Critical State Soils[J].International Journal for Numerical and Analytical Methods in Geomechanics,1996,20(7):489-516.
[21]MO P Q,YU H S.Undrained Cavity Expansion Analysis with a Unified State Parameter Model for Clay and Sand[J].Geotechnique,2017,67(6):503-515.
[22]YU H S.岩土介质小孔扩张理论[M].周国庆,赵光思,梁恒昌,等,译.北京:科学出版社,2020.
YU H S.Cavity Expansion Methods in Geomechanics[M].Translated by ZHOU Guo-qing,ZHAO Guang-si,LIANG Heng-chang,et al.Beijing:Science Press,2020.
[23]MO P Q,YU H S.Undrained Cavity-contraction Analysis for Prediction of Soil Behavior Around Tunnels[J].International Journal of Geomechanics,2017,17(5):04016121.
[24]SUZUKI Y,LEHANE B M.Analysis of CPT End Resistance at Variable Penetration Rates Using the Spherical Cavity Expansion Method in Normally Consolidated Soils[J].Computers and Geotechnics,2015,69:141-152.
[25]YASUFUKU N,HYDE A F L.Pile End-bearing Capacity in Crushable Sands[J].Geotechnique,1995,45(4):663-676.
[26]MAIR R J,TAYLOR R N,BRACEGIRDLE A.Subsurface Settlement Profiles Above Tunnels in Clays[J].Geotechnique,1993,43(2):315-320.
[27]YU H S,ROWE R K.Plasticity Solutions for Soil Behaviour Around Contracting Cavities and Tunnels[J].International Journal for Numerical and Analytical Methods in Geomechanics,1999,23(12):1245-1279.
[28]MARSHALL A M.Tunnel-pile Interaction Analysis Using Cavity Expansion Methods[J].Journal of Geotechnical and Geoenvironmental Engineering,2012,138(10):1237-1246.
[29]莫品强,高新慰,黄子丰,等.下穿隧道开挖引起的挤土桩沉降控制分析方法[J].岩土力学,2019,40(10):3823-3832,3843.
MO Pin-qiang,GAO Xin-wei,HUANG Zi-feng,et al.Analytical Method for Settlement Control of Displacement Pile Induced by Undercrossing Tunnel Excavation[J].Rock and Soil Mechanics,2019,40(10):3823-3832,3843.
[30]MARSHALL A M,FARRELL R,KLAR A,et al.Tunnels in Sands:The Effect of Size,Depth and Volume Loss on Greenfield Displacements[J].Geotechni-que,2012,62(5):385-399.

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备注/Memo

备注/Memo:

收稿日期:2020-06-13
基金项目:江苏省科技计划项目青年基金项目(BK20170279); 中国博士后科学基金项目(2017M621866); 江苏省博士后科研资助计划项目(1701196B)
作者简介:王超雄(1974-),男,湖北武汉人,高级工程师,E-mail:13385281515@163.com。

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