隧洞围岩大变形机制、挤压大变形预测及应用

doi:10.13722/j.cnki.jrme.2021.0903

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	丁秀丽1
	张雨霆1
	黄书岭1
	池建军2
	张传健3
	刘登学1

Abstract：For a long period of time in the future，there will be a demand for the construction of a large number of tunnels in China?s water conservancy，hydropower，and road and railway industries. Large deformation of the surrounding rock mass is one of the most difficult disasters to control during the construction of tunnels. Focusing on the large deformation of surrounding rock masses of tunnel，this paper firstly systematically analyses the origin and evolution of the large deformation concept，and considers that the large deformation of surrounding rock masses should be defined from the effect of rock deformation and its engineering significance，and then identifies the occurrence conditions and mechanical mechanism through the classification process of large deformation. By systematically sorting out cases at home and abroad，as well as typical tunnel cases which were encountered with large deformation issue by the author's team，a total of 48 tunnel projects containing 241 tunnel sections were collected. Based on these materials，the factors and occurrence conditions of surrounding rock mass large deformation are discussed in detail，and eight generation mechanisms for large deformation based on the combined or individual effects of the occurrence environmental conditions(geo-stress，groundwater) and the surrounding rock mass conditions(lithology，water-rock interaction effect，rock mass structure) are clarified，thus revealing the essential causes for each generation mechanism. The idea of classifying surrounding rock mass large deformation based on the causes of deformation is proposed to classifying the large deformation into four types：squeezing type，expansive type，loosening type，and composite type. The characteristics of each type of large deformation and their differences are discussed. Then，for the squeezing type large deformation，the related domestic and foreign criteria are summarized and analyzed，and the threshold value based on the strength-stress ratio method，the stress criterion for large deformation considering the lateral pressure coefficient of geo-stress，and the improved prediction method for squeezing deformation are proposed. Finally，the proposed criteria and prediction method are applied to the identification and prediction of the squeezing deformation of surrounding rock mass in a tunnel section with large overburden depth of Xianglushan Tunnel of the Central Yunnan Water Diversion Project to verify the reliability of the proposed method.

Key words： rock mechanics tunnel large deformation of surrounding rock masses generation mechanism squeezing large deformation criterion prediction method

引用本文:

丁秀丽1，张雨霆1，黄书岭1，池建军2，张传健3，刘登学1. 隧洞围岩大变形机制、挤压大变形预测及应用[J]. 岩石力学与工程学报, 2023, 42(3): 521-544.
DING Xiuli1，ZHANG Yuting1，HUANG Shuling1，CHI Jianjun2，ZHANG Chuanjian3，LIU Dengxue1. Large deformation mechanism of surrounding rock masses of tunnels，prediction method of squeezing large deformation and its application. , 2023, 42(3): 521-544.

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http://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2021.0903 或 http://rockmech.whrsm.ac.cn/CN/Y2023/V42/I3/521

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