Compensation excavation method control for large deformation disaster of mountain soft rock tunnel

被引:85
|
作者
He, Manchao [1 ]
Sui, Qiru [1 ,2 ]
Li, Mengnan [1 ,2 ]
Wang, Zhijiao [3 ]
Tao, Zhigang [1 ,2 ]
机构
[1] China Univ Min & Technol Beijing, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
[2] China Univ Min & Technol Beijing, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[3] Gansu Changda Highway Co Ltd, Lanzhou 730050, Peoples R China
关键词
Tunnel engineering; Excavation method; Soft rock; Large deformation; Compensation excavation method; FAILURE-MECHANISM; HIGH-STRESS; STABILITY; BOLT;
D O I
10.1016/j.ijmst.2022.08.004
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
In recent years, the mine tunneling method and the new Austrian tunneling method have been consid-ered the main theories of tunneling approaches in China. It is difficult for the traditional technique to overcome the large deformation problems imposed by complex geological conditions of mountain soft rock tunneling. Hence, the compensation excavation method has been proposed to solve this issue under the consideration that all damage in tunneling originates from the excavation. It uses supportive strate-gies to counteract the excavation effects successfully. This paper provides an overview of the fundamen-tal ideas of the compensation excavation method, methodologies, and field applications. The scientific validity and feasibility of the compensation excavation method were investigated through the practical engineering study of the Muzhailing and Changning tunnels.(c) 2022 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:951 / 963
页数:13
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