2016, 8(2): 84-89. doi: 10.16670/j.cnki.cnll-5823/tu.2016.02.13
地铁隧道盾构施工地表变形影响因素分析
1. | 上海天佑工程咨询有限公司,上海 200092 |
2. | 华中科技大学土木学院工程管理研究所,武汉 430074 |
Influence Factors of Ground Surface Subsidence Induced by Shield Tunneling in Subway Construction
1. | Shanghai Tianyou Engineering Consulting Co., Ltd., Shanghai 200092, China |
2. | School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan 430074, China |
引用本文: 廖利钊, 郭谱, 杨俊. 地铁隧道盾构施工地表变形影响因素分析[J]. 土木建筑工程信息技术, 2016, 8(2): 84-89. doi: 10.16670/j.cnki.cnll-5823/tu.2016.02.13
Citation: Liao Lizhao, Guo Pu, Yang Jun. Influence Factors of Ground Surface Subsidence Induced by Shield Tunneling in Subway Construction[J]. Journal of Information Technologyin Civil Engineering and Architecture, 2016, 8(2): 84-89. doi: 10.16670/j.cnki.cnll-5823/tu.2016.02.13
摘要:地铁盾构由于其高机械化、高自动化、对周边建(构)筑物影响小等优点在地铁隧道中广泛应用。但隧道施工过程中产生的地层沉降易导致地表建构筑物倾斜,甚至开裂、倒塌,施工中存在很多风险隐患,事故频发。本文以武汉地铁二号线某区间隧道为背景,通过现场实际监测数据系统分析盾构掘进过程中地表沉降的时空效应及影响因素,并探讨隧道设计参数、地质情况和施工参数三个因素对地表沉降的影响,总结地表沉降规律,指导盾构掘进参数的优化调整,从而降低和控制工程安全风险,并为类似工程提供有益参考。
Abstract: Because of its high mechanization, high automation and low-impact to the surrounding buildings and structures, shield tunneling has been widely used in the subway tunnel construction. However, deformation of stratum induced by shield tunneling is prone to cause inclination and even cracking or collapse of surrounding buildings. So there are so many safety risks in the subway tunnel construction that lead to frequent accidents. Based on the site measurement results, this article chooses a certain subway tunnel section of Line No. 2 of Wuhan Metro to systematically analyze and summarize the spatial and temporal effects and influence factors of the surface subsidence including the tunnel design parameters, geological conditions and the construction parameters. The research results are helpful to the shield operation parameter optimization and adjustments, controlling and reduction of the safety risks in the construction, and provide a useful reference for similar constructions in the future.
[1] |
陈中, 焦苍.埋深和盾构推力对盾构隧道的地表变形影响分析[J].隧道建设, 2005(05).doi: 10.3969/j.issn.1672-741X.2005.05.020 |
[2] |
李大勇, 陈福全, 王晖.盾构掘进中深层土体变形实测分析与研究[J].岩石力学与工程学报, 2004.doi: 10.3321/j.issn:1000-6915.2004.01.001 |
[3] |
李小青, 朱传成.盾构隧道施工地表沉降数值分析研究[J].公路交通科技, 2007(06).doi: 10.3969/j.issn.1002-0268.2007.06.002 |
[4] |
付磊. 盾构隧道施工中的注浆材料特性研究及其引起的地层变形规律分析[D]. 河海大学, 2007. |
[5] |
刘昌. 盾构施工引起地表沉降的研究[D]. 西安: 西安建筑科技大学, 2007. |
[6] |
卿伟宸, 廖红建, 钱春宇. 盾构法施工影响地面最大沉降的若干因素分析. 上海: 中国土木工程学会第十二届年会暨隧道及地下工程分会第十四届年会, 2006. |
[7] |
李泽荣. 地铁盾构施工引起地表沉降的数值模拟研究[D]. 西安: 西安科技大学, 2009. |
[8] |
张海波, 殷宗泽, 朱俊高.隧道盾构法施工地面沉降影响因素分析[J].岩土工程界, 2005(02).doi: 10.3969/j.issn.1674-7801.2005.02.027 |
[9] |
Maeda, M. and K. Kushiyama(2005) "Use of compact shield tunneling method in urban underground construction."TunneUing and Underground Space Technology 20 (2): 159-166.doi: 10.1016/j.tust.2003.11.008 |
[10] |
Tajima, H. and M.Kishida, et al. "Study on construction loads during shield tunneling using a three-dimensional FEM model."Tunnelling and Underground Space TechnologySafety in the Underground Space-Proceedings of the ITA-AITES 2006 World Tunnel Congress and 32nd ITA General Assembly 21(3-4): 250-250. |
计量
- PDF下载量(17)
- 文章访问量(1967)
- HTML全文浏览量(1072)