|
|
|
| INFLUENCE OF TILTING ANGLE ON SURFACE DEFORMATION DURING DOUBLE-O-TUBE SHIELD TUNNEL CONSTRUCTION |
| ZENG Bin1,HUANG Da1,2,LIU Jie1,GU Dongming1,CEN Duofeng1 |
| (1. College of Civil Engineering,Chongqing University,Chongqing 400045,China;2. Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,Chongqing University,Chongqing 400045,China) |
|
|
|
|
Abstract The control of soil deformation and the rectification of shield machine tilting are the major technical difficulties in double-O-tube(DOT) tunnel constructions. In this paper,the tilting characteristics of a DOT shield machine during construction were analyzed. Based on the theory of stochastic medium,the relationship between tilt angle and surface subsidence and horizontal deformation was derived by transformation of the coordinate system and integration over several partitioned areas. The relationship was then applied in the analysis of two case studies:anticlockwise and clockwise tilting. As demonstrated,the tilting of the DOT shield causes additional surface deformation and results in asymmetric surface deformation curves compared with symmetric profiles when there is no tilting. There are three focal points(V1,V2 and V3) on the surface subsidence curve and four focal points(H1,H2,H3 and H4) on the horizontal surface deformation curve,where surface deformation increments of soils occur in opposite directions on either side of any focal point. For anticlockwise tilting of the DOT shield,the additional vertical deformation of soils on the left side of V1 and between V2 and V3 is upward while that on the right side of V3 and between V1 and V2 is downward. The additional horizontal deformation of soils between H1 and H2 and between H3 and H4 is positive while that between H2 and H3,on the left side of H1 and on the right side of H4 is negative. The maximum surface settlement increases nonlinearly as the tilting angle increases and its position moves left. The maximum horizontal surface deformation to the right increases linearly while the maximum horizontal surface deformation to the left decreases slightly first and then increases,while the point with no horizontal deformation gradually moves left. For clockwise tilting,additional surface deformation of soils on both sides of any focal point is in the opposite direction to that of the anticlockwise case. The maximum horizontal surface deformation to the right decreases as the tilt angle increases and both the position of the maximum surface settlement and the point with no horizontal deformation gradually move right.
|
|
|
|
|
|
| [1] 日本土木学会. 隧道标准规范(盾构篇)及解说[M]. 朱 伟,译. 北京:中国建筑工业出版社,2001:216–220.(Japan Society of Civil Engineers. Specification and explanation of tunnel(shield tunnel)[M]. Translated by ZHU Wei. Beijing:China Architecture and Building Press,2001:216–220.(in Chinese))
[2] 周文波,顾春华. 双圆盾构施工技术[J]. 现代隧道技术,2004,41(4):22–32.(ZHOU Wenbo,GU Chunhua. Construction technique of DOT shield[J]. Modern Tunnelling Technology,2004,41(4):22–32.(in Chinese))
[3] PECK R B. Deep excavation and tunneling in soft ground[C]// Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. [S.l.]:[s.n.],1969:225–290.
[4] 姜忻良,赵志民,李 园. 隧道开挖引起土层沉降槽曲线形态的分析与计算[J]. 岩土力学,2004,25(10):1 542–1 544.(JIANG Xinliang,ZHAO Zhimin,LI Yuan. Analysis and calculation of surface and subsurface settlement trough profiles due to tunneling[J]. Rock and Soil Mechanics,2004,25(10):1 542–1 544.(in Chinese))
[5] SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Geotechnique,1987,37(3):301–320.
[6] LOGANATHAN N,POULOS H G. Analysis prediction for tunneling-induced ground movement in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846–856.
[7] 魏 纲. 盾构法隧道统一土体移动模型的建立[J]. 岩土工程学报,2007,29(4):554–559.(WEI Gang. Establishment of uniform ground movement model for shield tunnels[J]. Chinese Journal of Geotechnical Engineering,2007,29(4):554–559.(in Chinese))
[8] 阳军生,刘宝琛. 城市隧道施工引起的地表移动及变形[M]. 北京:中国铁道出版社,2002:7–19.(YANG Junsheng,LIU Baochen. Ground movement and deformation induced by urban tunnel construction[M]. Beijing:China Railway Publishing House,2002:7–19.(in Chinese))
[9] 张国祥. 弹塑性随机介质法及其在隧道施工引起的岩层位移及应力分析中的应用[J]. 岩石力学与工程学报,2003,22(4):596–600.(ZHANG Guoxiang. Elasto-plastic and stochastic medium method and application in analysis of ground displacement and stress change due to tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(4):596–600.(in Chinese))
[10] 于 宁,朱合华. 盾构隧道施工地表变形分析与三维有限元模拟[J]. 岩土力学,2004,25(8):1 330–1 334.(YU Ning,ZHU Hehua. Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation[J]. Rock and Soil Mechanics,2004,25(8):1 330–1 334.(in Chinese))
[11] 魏 纲,陈伟军,魏新江. 双圆盾构隧道施工引起的地面沉降预测[J]. 岩土力学,2011,32(4):991–996.(WEI Gang,CHEN Weijun,WEI Xinjiang. Prediction of surface settlement induced by double-O-tube shield tunnel excavation[J]. Rock and Soil Mechanics,2011,32(4):991–996.(in Chinese))
[12] 吕 虎,张庆贺. 地铁双圆盾构施工引起的地面沉降模型[J]. 建井技术,2006,27(1):32–34.(LU Hu,ZHANG Qinghe. Model of surface settlement induced by double-O-tube shield tunneling[J]. Mine Construction Technology,2006,27(1):32–34.(in Chinese))
[13] 朱洪高,郑宜枫,陈 昊. 双圆盾构隧道土体地表沉降特性[J]. 建筑科学与工程学报,2006,23(2):62–67.(ZHU Honggao,ZHENG Yifeng,CHEN Hao. Characteristics of soil surface settlement for double-O-tube shield tunnel[J]. Journal of Architecture and Civil Engineering,2006,23(2):62–67.(in Chinese))
[14] 孙统立,张庆贺,胡向东,等. 双圆盾构施工土体沉降有限元数值模拟[J]. 同济大学学报:自然科学版,2008,36(4):466–471.(SUN Tongli,ZHANG Qinghe,HU Xiangdong,et al. Numerical simulation of ground settlement induced by double-O-tube(DOT) shield construction[J]. Journal of Tongji University:Natural Science,2008,36(4):466–471.(in Chinese))
[15] 魏 纲,朱 奎,陈伟军. 不同施工工况下双圆盾构引起的土体沉降研究[J]. 岩土工程学报,2011,33(3):477–482.(WEI Gang,ZHU Kui,CHEN Weijun. Ground settlement induced by double- O-tube shield tunneling under different construction conditions[J]. Chinese Journal of Geotechnical Engineering,2011,33(3):477–482.(in Chinese))
[16] FANG Y S,KAO C C,SHIU Y F. Double-O-tube shield tunneling for taoyuan international airport access MRT[J]. Tunnelling and Underground Space Technology,2012,30(7):233–245.
[17] CHOW B. Double-O-tube shield tunneling technology in the Shanghai Rail Transit Project[J]. Tunnelling and Underground Space Technology,2006,21(6):594–601.
[18] SHEN S L,HORPIBULSUK S,LIAO S M,et al. Analysis of the behavior of DOT tunnel lining caused by rolling correction operation[J]. Tunnelling and Underground Space Technology,2009,24(1):84–90.
[19] 刘大刚,陶德敬,王明年. 地铁双隧道施工引起地表沉降及变形的随机预测方法[J]. 岩土力学,2008,29(12):3 422–3 426.(LIU Dagang,TAO Dejing,WANG Mingnian. Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunneling[J]. Rock and Soil Mechanics,2008,29(12):3 422–3 426.(in Chinese))
[20] 孙统立. 多圆盾构施工扰动土体位移场特性及其控制技术研究[博士学位论文][D]. 上海:同济大学,2007.(SUN Tongli. Research on the ground movement induced by the disturbance of multi-circular shield construction and its control technology[Ph. D. Thesis][D]. Shanghai:Tongji University,2007.(in Chinese)) |
| [1] |
MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
|
|
|
|