|本期目录/Table of Contents|

[1]杨敏,孙庆.隧道开挖对邻近桩基影响的研究综述[J].建筑科学与工程学报,2011,28(01):118-126.
 YANG Min,SUN Qing.Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation[J].Journal of Architecture and Civil Engineering,2011,28(01):118-126.
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隧道开挖对邻近桩基影响的研究综述(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年01期
页码:
118-126
栏目:
出版日期:
2011-03-20

文章信息/Info

Title:
Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation
作者:
杨敏12孙庆12
1. 同济大学 岩土及地下工程教育部重点实验室,上海 200092; 2. 同济大学 地下建筑与工程系,上海 200092
Author(s):
YANG Min12 SUN Qing12
1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
关键词:
隧道开挖 桩基 沉降 数值模拟 有限元方法
Keywords:
tunnel excavation pile foundation settlement numerical simulation finite element method
分类号:
TU473
DOI:
-
文献标志码:
A
摘要:
介绍了隧道开挖对邻近桩基影响的现有研究成果; 对部分试验结果和理论分析结果进行比较,讨论了隧道开挖对邻近桩基的沉降、轴力、侧向变形、弯矩以及群桩效应影响结果的异同; 总结了目前已有研究的优缺点。分析结果表明:目前所有的研究方法都有其局限性,并不能获得统一的共识,而且研究中还经常出现相互矛盾的情况; 模拟隧道开挖对邻近桩基三维影响的离心机试验和三维数值模拟相结合的研究方法是今后发展的方向。
Abstract:
The existing research results of tunnel excavation effects on adjacent pile foundation were introduced. The comparisons between some test results and theoretical analysis results were conducted, and then the differences of results of tunnelling-induced pile foundation settlement, axial force, lateral deflection, bending moment, as well as pile group effect were discussed. The merits and shortcomings of the existing research were summarized. The analysis results show that all existing research methods have limitations, a general agreement among all the investigations can not yet be obtained. Furthermore, contradictory observations are always found in the study. The research method of centrifuge tests of simulating 3-D tunnel advancement combined with 3-D numerical simulation is development direction in future.

参考文献/References:

[1] MORTON J D,KING K H.Effects of Tunneling on the Bearing Capacity and Settlement of Piled Foundations[C]//IMM.Proceedings of Tunneling 79.London:IMM,1979:57-68.
[2]MAIR R J,TAYLOR R N,BRACEGIRDLE A.Subsurface Settlement Profiles Above Tunnels in Clays[J].Geotechnique,1993,43(2):315-320.
[3]LEE R G,TURNER A J,WHITWORTH L J.Deformations Caused by Tunneling Beneath a Piled Structure[C]//ICSMFE.Proceedings of the ⅩⅢ International Conference on Soil Mechanics and Foundation Engineering.New Delhi:ICSMFE,1994:873-878.
[4]SELEMETAS D,STANDING J R,MAIR R J.The Response of Full-scale Piles to Tunneling[C]//BAKKER K J,BEZUIJEN A,BROERE W,et al.Proceedings of 5th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground.London:Taylor & Francis,2005:763-769.
[5]JACOBSZ S W,STANDING J R,MAIR R J,et al.The Effects of Tunneling near Single Driven Piles in Dry Sand[C]//CUED.Proceedings of Asian Regional Conference on Geotechnical Aspects of Underground Construction in Soft Ground.Shanghai:CUED,2001:29-35.
[6]KAALBERG F J,TEUNISSEN E A H,VAN TOL A F,et al.Dutch Research on the Impact of Shield Tunnelling on Pile Foundations[C]//BAKKER K J,BEZUIJEN W B,KWAST E A,et al.Proceedings of the 5th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground.London:Taylor & Francis,2005:1615-1620.
[7]THAM K S,DEUTSCHER M S.Tunnelling Under Woodleigh Workers' Quarters on Contract 705[C]//ZHAO J,SHIRLAW J N,KRISHNAN R.Tunnels and Underground Structures.Rotterdam:Balkema A A,2000:241-248.
[8]PANG C H.The Effects of Tunnel Construction on Nearby Pile Foundation[D].Singapore:National University of Singapore,2006.
[9]TAKAHASHI K,FUKAZAWA N,HAGIWARA T,et al.Observational Control of Slurry Shield Tunnels with Super Close Spacing Under the Nearby Bridge Abutments Loads[C]//ITA.Proceedings of World Tunnel Congress and 13th ITA Assembly.Singapore:ITA,2004:1-6.
[10]FORTH R A,THORLEY C B B.Hong Kong Island Line-predictions and Performance[C]//MAIR R J,TAYLOR R N.Proceedings of 2nd International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground.Rotterdam:Balkema A A,1996:677-682.
[11]GHAHREMANNEJAD B,SURJADINATA J,POON B,et al.Effects of Tunneling on Model Pile Foundations[C]//NG C W W,ZHANG L M,WANG Y H.Proceedings of the 6th International Conference on Physical Modelling in Geotechnics.London:Taylor & Francis,2006:1157-1162.
[12]BEZUIJEN A,VAN DER SCHRIER J.The Influence of a Bored Tunnel on Pile Foundations[C]//LEUNG C F,LEE F H,TAN T S.Centrifuge 94.Rotterdam:Balkema A A,1994:681-686.
[13]HERGARDEN H J A M,POEL J T,SCHRIER J S.Ground Movements Due to Tunneling:Influence on Pile Foundations[C]//MAIR R J,TAYLOR R N.2nd International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground.Rotterdam:Balkema A A,1996:519-524.
[14]LOGANATHAN N,POULOS H G,STEWART D P.Centrifuge Model Testing of Tunneling-induced Ground and Pile Deformations[J].Geotechnique,2000,50(3):283-294.
[15]RAN X,LEUNG C F,CHOW Y K.Centrifuge Modeling of Tunnel-pile Interation in Clay[C]//TUCSS.Underground Singapore 2003.Singapore:TUCSS,2003:256-263.
[16]ONG C W,LEUNG C F,CHOW Y K,et al.Experimental Study of Tunnel-soil-pile Interaction[C]//TUCSS.Underground Singapore 2007.Singapore:TUCSS,2007:55-66.
[17]JACOBSZ S W,STANDING J R,MAIR R J,et al.Centrifuge Modeling of Tunneling near Driven Piles[J].Soils and Foundations,2004,44(1):49-56.
[18]LEE C J,CHIANG K H.Load Transfer on Single Pile near New Tunnelling in Sandy Ground[C]//MATSUI T,TANAKA Y,MIMURA M.Proceedings of the International Symposium on Engineering Practice and Performance of Soft Deposits.Osaka:JGS,2004:501-506.
[19]SHARMA J S,BOLTON M D,BOYLE R E.A New Technique for Simulation of Tunnel Excavation in a Centrifuge[J].Geotechnical Testing Journal,2001,24(4):343-349.
[20]RAN X.Tunnel Pile Interaction in Clay[D].Singapore:National University of Singapore,2004.
[21]VERMEER P A,BONNIER P G.Pile Settlements Due to Tunneling[C]//SEFE.Proceedings of 10th European Conference on Soil Mechanics and Foundation Engineering.Rotterdam:Balkema A A,1991:869-872.
[22]MROUEH H,SHAHROUR I.Three-dimensional Finite Element Analysis of the Interaction Between Tunneling and Pile Foundations[J].International Journal for Numerical and Analytical Methods in Geomechanics,2002,26(3):217-230.
[23]LEE G T K,NG C W W.Effects of Advancing Open Face Tunneling on an Existing Loaded Pile[J].Journal of Geotechnical and Geoenvironmental Engineering,2005,131(2):193-201.
[24]CHENG C Y,DASARI G R,LEUNG C F,et al.3D Numerical Study of Tunnel-soil-pile Interaction[C]//AITES-ITA.Proceedings of 30th AITES-ITA World Tunnel Congress.Oxford:Elsevier,2004:1-8.
[25]CHENG C Y,DASARI G R,CHOW Y K,et al.Finite Element Analysis of Tunnel-soil-pile Interaction Using Displacement Controlled Model[J].Tunnelling and Underground Space Technology,2007,22(4):450-466.
[26]杨 超,黄茂松,刘明蕴.隧道施工对临近桩基影响的三维数值分析[J].岩石力学与工程学报,2007,26(增1):2601-2607. YANG Chao,HUANG Mao-song,LIU Ming-yun.Three-dimensional Numerical Analysis of Effect of Tunnel Construction on Adjacent Pile Foundation[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):2601-2607.
[27]朱逢斌,杨 平,ONG C W.盾构隧道开挖对邻近桩基影响数值分析[J].岩土工程学报,2008,30(2):298-302. ZHU Feng-bin,YANG Ping,ONG C W.Numerical Analysis on Influence of Shield Tunnel Excavation to Neighboring Piles[J].Chinese Journal of Geotechnical Engineering,2008,30(2):298-302.
[28]BROMS B B,PANDEY P C.Influence of Ground Movements from Tunnelling on Adjacent Piles and Remedial Measures[C]//NTI.Proceedings of 5th International Geotechnical Seminar on Case Histories in Soft Clays.Singapore:NTI,1987:73-84.
[29]CHEN L T,POULOS H G,LOGANATHAN N.Pile Responses Caused by Tunnelling[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(3):207-215.
[30]LOGANATHAN N,POULOS H G,XU K J.Ground and Pile-group Response Due to Tunneling[J].Soils and Foundations,2001,41(1):57-67.
[31]KITIYODOM P,MATSUMOTO T,KAWAGUCHI K.A Simplified Analysis Method for Piled Raft Foundations Subjected to Ground Movements Induced by Tunneling[J].International Journal of Numerical and Analytical Methods in Geomechanics,2005,29(15):1485-1507.
[32]SURJADINATA J,HULL T S,CARTER J P,et al.Combined Finite- and Boundary- Element Analysis of the Effects of Tunneling on Single Piles[J].Inter-national Journal of Geomechanics,2006,6(5):374-377.
[33]李永盛,黄海鹰.盾构推进对相邻桩体力学影响的实用计算方法[J].同济大学学报:自然科学版,1997,25(3):274-280. LI Yong-sheng,HUANG Hai-ying.Computation of Mechanical Effects on Adjacent Piles by Shield Excavation[J].Journal of Tongji University:Natural Science,1997,25(3):274-280.
[34]阮林旺,李永盛.软土盾构法施工引起相邻桩体变形和受力研究[J].隧道及地下工程,1997,18(3):18-23. RUAN Lin-wang,LI Yong-sheng.Study on Deformation and Force of Adjacent Pile by Shield Excavation in Soft Clay[J].Tunnel and Underground Engineering,1997,18(3):18-23.
[35]李 早,黄茂松.隧道开挖对群桩竖向位移和内力影响分析[J].岩土工程学报,2007,29(3):398-402. LI Zao,HUANG Mao-song.Analysis of Settlement and Internal Forces of Group Pile Due to Tunneling[J].Chinese Journal of Geotechnical Engineering,2007,29(3):398-402.
[36]李 早,黄茂松.隧道施工条件下临近群桩水平力学反应分析方法[J].工业建筑,2009,39(1):79-84. LI Zao,HUANG Mao-song.An Analytical Method for Lateral Behavior of Pile Groups Adjacent to Tunnelling[J].Industrial Construction,2009,39(1):79-84.
[37]LOGANATHAN N.Effect of Tunneling Adjacent to Pile Foundations[D].Sydney:University of Sydney,1999.
[38]张红卫,任建喜,李振龙.隧道管棚注浆超前支护在特殊条件下的应用[J].西安科技大学学报,2009,29(2):165-169. ZHANG Hong-wei,REN Jian-xi,LI Zhen-long.Shed-pipe Grouting Technique Application in Shallow-buried and Lateral Pressure Tunneling[J].Journal of Xi'an University of Science and Technology,2009,29(2):165-169.
[39]于远祥,谷拴成,韩荣刚,等.隧道开挖对临近墩基础承载力影响的数值模拟[J].西安科技大学学报,2009,29(4):427-432. YU Yuan-xiang,GU Shuan-cheng,HAN Rong-gang,et al.Numerical Simulation on Influence of Tunnel Excavation on Adjacent Pier Foundation[J].Journal of Xi'an University of Science and Technology,2009,29(4):427-432.

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备注/Memo

备注/Memo:
收稿日期:2010-11-02
作者简介:杨 敏(1960-),男,江西南昌人,教授,博士研究生导师,工学博士,E-mail:yangmin@mail.tongji.edu.cn。
更新日期/Last Update: 2011-03-20