|
|
Definition for Dual-index High Geostress and Classification Standard for Rock Burst and Large Deformation in Railway Tunnels |
ZHANG Guangze1, JIA Zheqiang1, FENG Jun2, YUAN Chuanbao1, CHAI Chunyang1, CHEN Minghao1, FENG Tao1, TAO Yujing1 |
1. China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, China; 2. Civil Aviation Flight University of China, Guanghan, Sichuan 618307, China |
|
|
Abstract Research purposes: At present, the classification of large deformation of rock burst in tunnels with high geostress environment is mainly based on theoretical research, and the results are different from the actual construction and excavation. Therefore, by summarizing 78 cases of railway, highway tunnels and hydropower diversion tunnel projects, this paper systematically studies the high geostress state of the tunnel surrounding rock and the classification and definition of the large deformation of rock burst. Combined with the relevant tunnel design specifications adopted in current practical projects, the traditional high geostress identification standard and the rock burst and large deformation classification standard are optimized, and a quantitative definition method that is more in line with the actual engineering is proposed. Research conclusions: (1) Based on the statistical analysis of engineering cases, a dual-index high geostress quantitative definition method using the strength-stress ratio and the maximum geostress absolute value is proposed, and a dual-index high geostress quantitative identification table for hard rock and soft rock is proposed. (2) A rock burst grade classification standard based on the rock strength-stress ratio R/σmax and the maximum geostress σmax is proposed, and a large deformation grade based on the rock mass strength-stress ratio Rm/σmax and the maximum geostress σmax is proposed. (3) The research results can be applied to the identification of the high geostress state of the surrounding rock of railway tunnels and the classification of disaster grades, and are suitable for the field of engineering geological survey.
|
Received: 20 May 2022
|
|
|
|
|
[1] |
宋章,魏永幸,王朋,等.复杂艰险山区地质灾害特征及减灾选线研究[J].高速铁路技术,2020(5):8-12.Song Zhang, Wei Yongxing, Wang Peng, etc. Research on Geological Disaster Characteristics and Location for Disaster Reduction in Complex and Dangerous Mountainous Areas[J]. High Speed Railway Technology, 2020(5):8-12.
|
[2] |
王栋, 李天斌,蒋良文,等. 川藏铁路某超深埋隧道地应力特征及岩爆分析[J]. 铁道工程学报, 2017(4):46-50.Wang Dong, Li Tianbin, Jiang Liangwen, etc. Analysis of the Stress Characteristics and Rock Burst of Ultra Deep Buried Tunnel in Sichuan-Tibet Railway[J]. Journal of Railway Engineering Society, 2017(4):46-50.
|
[3] |
邹远华,张广泽,丁文富,等.成昆铁路保安营隧道大变形岩爆共生特征及成因分析[J].高速铁路技术,2021(3):28-32.Zou Yuanhua, Zhang Guangze, Ding Wenfu, etc. On the Characteristics and Genesis of the Coexistence of Large Deformation and Rockburst in Baoanying Tunnel of Chengdu-Kunming Railway[J]. High Speed Railway Technology, 2021(3):28-32.
|
[4] |
张敏,黄健,巨能攀,等.川藏铁路长大深埋隧道地应力场反演分析[J].地下空间与工程学报,2019(4):1232-1238+1257.Zhang Min, Huang Jian, Ju Nengpan, etc. Inverse Analysis on In-situ Stress Field of Super-long and Deep Buried Tunnel in Chuan-Zang Railway[J]. Chinese Journal of Underground Space and Engineering, 2019(4):1232-1238+1257.
|
[5] |
余洪璋,冯君,姜波,等.高地应力环境下隧道围岩强度特征研究[J].高速铁路技术,2020(3):18-21+27.Yu Hongzhang, Feng Jun, Jiang Bo, etc. Study on the Strength Characteristics of Tunnel Surrounding Rock under High Geo-stress Conditions[J]. High Speed Railway Technology, 2020(3):18-21+27.
|
[6] |
张广泽,邓建辉,王栋,等.隧道围岩构造软岩大变形发生机理及分级方法[J].工程科学与技术,2021(1):1-12.Zhang Guangze, Deng Jianhui, Wang Dong, etc. Mechanism and Classification of Tectonic-induced Large Deformation of Soft Rock Tunnels[J]. Advanced Engineering Sciences, 2021(1):1-12.
|
[7] |
任洋,王栋,李天斌,冉小东,等.川藏铁路雅安至新都桥段地应力特征及工程效应分析[J].岩石力学与工程学报,2021(1):65-76.Ren Yang, Wang Dong, Li Tianbin, etc. In-situ Geostress Characteristics and Engineering Effect in Ya'an-Xinduqiao Section of Sichuan-Tibet Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2021(1):65-76.
|
[8] |
李邵军,郑民总,邱士利,等.中国锦屏地下实验室开挖隧洞灾变特征与长期原位力学响应分析[J].清华大学学报(自然科学版),2021(8):842-852.Li Shaojun, Zheng Minzong, Qiu Shili, etc. Characteristics of Excavation Disasters and Long-term In-situ Mechanical Behavior of the Tunnels in the China Jinping Underground Laboratory[J]. Journal of Tsinghua University(Science and Technology, 2021(8):842-852.
|
|
|
|