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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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

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	Articles by authors
	FANG Qian1
	SU Wei1
	2
	ZHANG Dingli1
	YU Fucai1

Cite this article:

FANG Qian1,SU Wei1,2, et al. Tunnel deformation characteristics based on on-site monitoring data[J]. , 2016, 35(9): 1884-1897.

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

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