基于现场监测数据的隧道围岩变形特性研究

doi:10.13722/j.cnki.jrme.2014.1663

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摘要隧道变形是衡量隧道结构体系稳定性的重要指标，该指标可以科学、及时、可靠、便捷地反映隧道工程的安全性。在收集、整理我国103座山岭隧道836个拱顶沉降数据、806个水平收敛数据的基础上，系统分析围岩变形量、围岩变形稳定时间与围岩级别、隧道开挖面积等因素之间的关系。研究表明：隧道围岩变形数据主要集中在低值区间，中高值区间数据较少但分布范围较广，随着围岩级别增大，围岩变形值增大，数据集中区间增大，变形分布区间增大；隧道断面面积对隧道围岩变形影响较大，随着隧道断面面积的增大，变形值增大；实测数据表明，隧道围岩变形与隧道埋深并没有明显的联系；隧道围岩变形稳定时间主要集中在中低值区间，高值区间的数据相对较少，随着围岩级别增大，围岩变形稳定时间增大，分布区间增大。根据统计结果，提出不同围岩级别下，隧道变形的建议控制值以及变形稳定时间参考值。

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	房倩1
	粟威1
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	张顶立1
	于富才1

关键词 ：隧道工程, 拱顶沉降, 水平收敛, 现场监测, 统计分析

Abstract：The deformation of tunnel is an important parameter indicating the stability of the tunnel. The roof settlement data of 836 tunnels and 806 sets of horizontal convergence data reported from 103 tunnels were collected for statistical analysis. The ground deformation surround the tunnel，the duration of the deformation and their relations with the surrounding rock classification and excavation area were systematically studied. The ground deformation surrounding tunnel was mainly concentrated in the low value zone. With the deterioration of the surrounding rock，the tunnel deformation increases and more deformation data can be observed from the high value zone. With the increase of the tunnel excavation area，the tunnel deformation value increases distinctly. It was noted that there was no obvious relationship between the tunnel deformation and the overburden depth. The duration of the tunnel deformation was mainly concentrated in the low value zone，which increases with the deterioration of the surrounding ground. The magnitudes of tunnel deformation and the lasting time of deformation for different ground types were proposed in the study.

Key words： tunnelling engineering roof settlement horizontal convergence on-site monitoring statistical analysis

引用本文:

房倩1，粟威1，2，张顶立1，于富才1. 基于现场监测数据的隧道围岩变形特性研究[J]. 岩石力学与工程学报, 2016, 35(9): 1884-1897.
FANG Qian1，SU Wei1，2，ZHANG Dingli1，YU Fucai1. Tunnel deformation characteristics based on on-site monitoring data. , 2016, 35(9): 1884-1897.

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http://www.rockmech.org/CN/10.13722/j.cnki.jrme.2014.1663 或 http://www.rockmech.org/CN/Y2016/V35/I9/1884

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