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

卷:

23卷

期数:

2006年02期

页码:

62-67

栏目:

出版日期:

2006-06-20

文章信息/Info

Title:

Characteristics of Soil Surface Settlement for Double-O-Tube Shield Tunnel

作者:

朱洪高^1,2,郑宜枫³,陈昊⁴

1.河海大学 岩土工程研究所,江苏 南京 200098; 2.无锡市勘察设计研究院,江苏 无锡 214026; 3.上海隧道工程股份有限公司,上海 200082; 4.上海交通大学 船舶海洋与建筑工程学院,上海 200030

Author(s):

ZHU Hong-gao^1,2, ZHENG Yi-feng³, CHEN Hao⁴

1. Institute of Geotechnical Engineering, Hohai University, Nanjing 200098, Jiangsu, China; 2. Wuxi Investigation and Design Research Institute, Wuxi 214026, Jiangsu, China; 3. Shanghai Tunnel Engineering Ltd, Shanghai 200082, China; 4. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China

关键词:

双圆盾构;  隧道;  土体地表沉降;  位移叠加

Keywords:

double-o-tube shield;  tunnel;  soil surface settlement;  displacement overlapping

分类号:

U455.4

DOI:

-

文献标志码:

A

摘要:

介绍了双圆盾构隧道这种新型隧道形式,与圆形盾构隧道相比,双圆盾构隧道具有占用地下空间小、施工效率高、掘削土量少等优点,但双圆盾构隧道引起的土体位移相对较大,影响范围也比较广。基于双圆盾构隧道的施工特点,通过计算圆形盾构的土体地表沉降,运用土体位移叠加法,研究了双圆盾构隧道引起的土体地表沉降的特性,建立了双圆盾构隧道直径、埋深和地层损失等因素与土体地表沉降的关系。结果表明:双圆盾构隧道的地表沉降槽的形态与圆形盾构隧道相似; 双圆盾构隧道的地表沉降量大,影响范围广; 双圆盾构隧道的地表沉降与埋深和直径之比有关。

Abstract:

Double-o-tube(DOT)shield method is a new method to construct tunnel in the development of underground space. DOT shield tunnel has many advantages, such as less underground space occupancy, higher construction efficiency, less soil excavation, etc, but larger surface settlement and larger disturbance of soils exist in the construction of DOT shield tunnel. Based on the characteristics of the DOT shield tunnel construction, the soil surface settlement was studied using the method of the displacement overlapping. The relationship between the soil surface settlement and the tunnel depth, the tunnel diameter and the gap parameter was also derived. It is shown that the soil surface settlement curve of DOT shield tunnel is similar with that of circle tunnel; the soil surface settlement and the width of the settlement trough of DOT shield tunnel are larger than those of circle tunnel, and the soil surface settlement of DOT shield tunnel is related to the ratio of the depth to diameter of tunnel.

参考文献/References:

[1] 张 云,殷宗泽,徐永福.盾构法隧道引起的地表变形分析[J].岩石力学与工程学报,2002,21(3):388-392. ZHANG Yun,YIN Zong-ze,XU Yong-fu.Analysis of Three-Dimensional Ground Surface Deformations Due to Shield Tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(3):388-392.
[2] 沈培良,张海波,殷宗泽.上海地区地铁隧道盾构施工地面沉降分析[J].河海大学学报:自然科学版,2003,31(5):556-559. SHEN Pei-liang,ZHANG Hai-bo,YIN Zong-ze.Ground Settlement Due to Shield Construction in Shanghai Metro Tunnel Project[J].Journal of Hohai University:Natural Sciences,2003,31(5):556-559.
[3] 施成华,彭立敏,刘宝琛.盾构法施工隧道纵向地层位移与变形预测[J].岩土工程学报,2003,25(5):585-589. SHI Cheng-hua,PENG Li-min,LIU Bao-chen.Prediction of Longitudinal Movement and Deformation of Stratum in Longitudinal Section Due to Tunnel Construction byShield[J].Chinese Journal of Geotechnical Engineering,2003,25(5):585-589.
[4] PECK R B.Deep Excavations and Tunneling in Soft Ground[C]∥Soil Mech.and Found Engrg.Institute.Proc.7th Int.Conf.on Soil Mech.and Found Engrg.Mexico:Mexico Press,1969:225-290.
[5] SAGASETA C.Analysis of Undrained Soil Deformation Due to Ground Loss[J].Geotechnique,1987,37(3):301-320.
[6] VERRUIJT A,BOOKER J R.Surface Settlement Due to Deformation of a Tunnel in an Elastic Half Plane[J].Geotechnique,1996,46(4):753-756.
[7] LOGANATHAN N,POULOS H G.Analytical Prediction for Tunneling-Induced Ground Movement in Clay[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,129(9):846-856.
[8] BOBET A.Analytical Solutions for Shallow Tunnels in Saturated Ground[J].Journal of Engineering Mechanics,2001,127(12):1 258-1 266.
[9] CHOU W I,BOBET A.Predictions of Ground Deformation in Shallow Tunnels in Clay[J].Tunnelling and Underground Space Technology,2002,17(1):3-19.
[10] YANG J S,LIU B C,WANG M C.Modeling of Tunneling-Induced Ground Surface Movements Using Stochastic Medium Theory[J].Tunnelling and Underground Space Technology,2004,19(2):113-123.
[11] PARK K H.Elastic Solution for Tunneling-Induced Ground Movements in Clays[J].International Journal of Geomechanics,2004,4(4):310-318.
[12] PARK K H.Analytical Solution for Tunnelling-In-duced Ground Movement in Clays[J].Tunnelling and Underground Space Technology,2005,20(3):249-264.
[13] 周文波,顾春华.双圆盾构施工技术[J].现代隧道技术,2004,41(4):22-44. ZHOU Wen-bo,GU Chun-hua.Construction Technique of DOT Shield[J].Modern Tunnelling Technology,2004,41(4):22-44.
[14] 宋 博.地下隧道双圆盾构施工技术研究[J].建筑施工,2004,26(2):150-152. SONG Bo.Research on Double Circle Shield Construction Technique Underground Tunnelling[J].Building Construction,2004,26(2):150-152.
[15] 周文波.双圆隧道施工对环境的影响[J].上海建设科技,2004,12(6):36-37. ZHOU Wen-bo.Environmental Effect of the DOT Shield Construction[J].Shanghai Construction Science and Technology,2004,12(6):36-37.
[16] 项兆迪,楼如岳,傅德明.最新泥水盾构技术[R].上海:上海隧道工程股份有限公司,2001. XIANG Zhao-di,LOU Ru-yue,FU De-ming.The Newest Technology of Soil-Water Balance Shield[R].Shanghai:Shanghai Tunnel Engineering Ltd,2001.
[17] ADDENBROOKE T I,POTTS D M.Twin Tunnel Interaction:Surface and Subsurface Effects[J].The International Journal of Geomechanics,2001,1(2):249-271.
[18] 丁洲祥,龚晓南,李又云,等.考虑变质量的路基沉降应力变形协调分析法[J].中国公路学报,2005,18(2):6-11. DING Zhou-xiang,GONG Xiao-nan,LI You-yun,et al.Method of Stress-Deformation Compatibility Analysis Considering Variable Mass for Roadbed Settlement[J].China Journal of Highway and Transport,2005,18(2):6-11.
[19] 张仪萍,曹国强,李 涛,等.分级加载条件下沉降预测方法[J].中国公路学报,2005,18(1):30-33. ZHANG Yi-ping,CAO Guo-qiang,LI Tao,et al.Prediction Method of Settlement Under Multi-stage Loading[J].China Journal of Highway and Transport,2005,18(1):30-33.
[20] LEE K M,ROWE R K,LO K Y.Subsidence Owing to Tunneling Ⅰ:Estimatingthe Gap Parameter[J].Canadian Geotechnical Journal,1992,29(6):929-940.

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备注/Memo

备注/Memo:

收稿日期:2006-03-07
基金项目:国家自然科学基金项目(40201024)
作者简介:朱洪高(1963-),男,江苏无锡人,无锡市勘察设计研究院高级工程师,河海大学工学博士研究生, E-mail:yongfuxu@sjtu.edu.cn。

常用功能

更新日期/Last Update: 2006-06-20