| 隧道施工时地表沉降监测控制标准探讨 |
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| 引用本文： | 安永林,彭立敏,张峰,吴波.隧道施工时地表沉降监测控制标准探讨[J].岩土力学,2009,30(Z2):446-451. |
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| 作者姓名： | 安永林 彭立敏 张峰 吴波 |
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| 作者单位： | 安永林(湖南科技大学,湖南省普通高等学校土木工程施工过程与质量安全控制重点实验室,湖南,湘潭,411201;中南大学,土木建筑学院,长沙,410075);彭立敏(中南大学,土木建筑学院,长沙,410075);张峰,吴波(中国中铁四局集团有限公司,合肥,2300231) |
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| 基金项目： | 湖南省研究生创新基金项目(No. 3340-74236000004):铁道部课题，中铁四局课题 |
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| 摘 要： | 地表沉降是判断浅埋隧道地层稳定的一个重要指标.在分析地表沉降监测重要性和隧道埋深的关系基础上,阐述了地表沉降控制标准确定的原则;针对隧道无邻近结构物段,从地层围岩稳定、经验公式和相关规范的角度探讨地表沉降控制标准,并以武广客运专线浏阳河隧道为例子进行验证.结果表明,城市隧道变形控制标准要比山岭隧道更严格,浅埋隧道要比深埋隧道控制标准更严格;围岩越坚硬、跨度越小、边墙高度越小,则允许的位移越小,反之则越大;允许的变形控制标准主要影响因素是围岩自身条件,其次是隧道的跨度.
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| 关 键 词： | 隧道工程 沉降控制标准 隧道施工 地层稳定 |
| 收稿时间： | 2009-08-18 |
Discussion on settlement standard of ground surface during tunnelling |
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| AN Yong-lin,PENG Li-min,ZHANG Feng,WU Bo.Discussion on settlement standard of ground surface during tunnelling[J].Rock and Soil Mechanics,2009,30(Z2):446-451. |
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| Authors: | AN Yong-lin PENG Li-min ZHANG Feng WU Bo |
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| Institution: | 1.Hunan College Key Laboratory of Construction Process, Quality and Safety of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China; 2.School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 3.China Railway No.4 Engineering Group Co., Ltd., Hefei 230023, China |
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| Abstract: | Ground surface settlement is an important factor to evaluate surrounding rock stability of shallow tunnel. Based on analyzing of the relation between surface settlement monitoring importance and the depth tunnel, determination principles of the settlement standard are discussed. Focusing on the section without neighboring structures, settlement standard of the ground surface is studied considering rock stability, empirical formula and relative codes. The method is applied to Liuyang River tunnel in Wuhan-Guangzhou passenger dedicated line. Results show: urban tunnel's deformation standard is lower than mountain tunnel's standard; shallow tunnel' deformation standard is lower than that deep tunnel's; the harder the rock is, the lower the deformation standard is; the smaller the tunnel span is, the lower the deformation standard is; the higher the side wall is, the lower the deformation standard is; the main influence factor is the rock's property, the next is tunnel span. |
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| Keywords: | tunnel engineering settlement standard tunnel construction rock stability |
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