Rock Burst Intensity Classification of Lhasa−Linzhi Railway Based on Stress Criterion

被引:0
|
作者
Wu F. [1 ]
He C. [1 ]
Wang B. [1 ]
Zhang J. [1 ]
Meng W. [1 ]
Liu J. [2 ]
机构
[1] Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu
[2] China Railway Eryuan Engineering Group Co., Ltd., Chengdu
关键词
Lhasa−Linzhi railway; Rockburst criterion; Rockburst prediction; Sichuan−Tibet railway; Tunnel engineering;
D O I
10.3969/j.issn.0258-2724.20191167
中图分类号
学科分类号
摘要
The rockburst prediction results of a tunnel in the Lhasa−Linzhi railway cannot meet the actual situation on site by applying the existing criteria directly. In order to formulate the rockburst intensity classification scheme and stress criterion for the whole line of the Lhasa−Linzhi railway, the measurement of the wall stress after tunnel excavation, point load test on rock samples and the excavation simulation based two-stage back analysis of initial geostress field were carried out based on the in-situ rockburst development characteristics and rules, rockburst failure trace in Sangzhuling tunnel of the Lhasa−Linzhi railway and kNN (k-nearest neighbor classification) algorithm, and then the rockburst intensity classification scheme and stress criterion for the Lhasa−Linzhi railway were proposed. After the verification of the prediction accuracy of rockburst in the Sangzhuling tunnel, the criterion was applied to the rockburst prediction of typical rock burst tunnels (the Zhulagang tunnel, the Dagala tunnel and the Gangmula tunnel) of the Lhasa−Linzhi railway, and the results are compared with the existing ones. The results show that for the Lhasa−Linzhi railway, the Russenes rockburst criterion will underestimate the occurrence of slight rockburst, but it is better to judge moderate rockburst. The rock burst grade judged by the Wang Lansheng criterion mainly focuses on slight rockburst, and the actual moderate and strong rockburst grades are not correctly judged, which indicates that it is easy to underestimate the actual rockburst grade. The rockburst grade judged by the Guanbaoshu criterion mainly focuses on strong rockburst, and it is easy to overestimate the actual rockburst grade because it basically does not correctly judge the actual slight and moderate rockburst grade. The rockburst criterion of the Lhasa−Linzhi railway is equal to the Lu Sen criterion in judging moderate rock burst grade, and its accuracy rate of rockburst prediction results is higher than other criteria, which is more in line with the actual situation of the Lhasa−Linzhi railway. Copyright ©2021 JOURNAL OF SOUTHWEST JIAOTONG UNIVERSITY. All rights reserved.
引用
收藏
页码:792 / 800
页数:8
相关论文
共 25 条
  • [1] FENG Xiating, XIAO Yaxun, FENG Guangliang, Et al., Study on the development process of rockbursts, Chinese Journal of Rock Mechanics and Engineering, 38, 4, pp. 649-673, (2019)
  • [2] WEI J., The Effect of excavation disturbance on rockburst trigger under different horizontal geostress, Second International Conference on Geotechnical and Earthquake Engineering, pp. 213-222, (2013)
  • [3] ZHOU J, SHI X Z, DONG L, Et al., Fisher discriminant analysis model and its application for prediction of classification of rockburst in deep-buried long tunnel, Journal of Coal Science & Engineering (China), 2, pp. 36-41, (2010)
  • [4] ORTLEPP W D, STACEY T R., Rockburst mechanisms in tunnels and shafts, Tunnelling and Underground Space Technology, 9, 1, pp. 59-65, (1994)
  • [5] LI Pengxiang, CHEN Bingrui, ZHOU Yangyi, Et al., Review of the research progress of rockburst prediction and early warning in hard rock underground engineering, Journal of China Coal Society, 44, S2, pp. 55-73, (2019)
  • [6] MA Zhenwang, WANG bo, WANG Zhiwei, Et al., Stress relief method-based study on distribution law of secondary stress field in tunnel wall of Jiuling Mountain Tunnel, Water Resources and Hydropower Engineering, 50, 2, pp. 184-190, (2019)
  • [7] GUO Jianqiang, LIU Xinrong, Study on the uniformity between strength criterion and rockburst criterion, Chinese Journal of Rock Mechanics and Engineering, 37, S1, pp. 3340-3352, (2018)
  • [8] YAN Jian, HE Chuan, WANG Bo, Et al., Prediction of rock bursts for Sangzhuling tunnel located on lhasa-nyingchi railway under coupled thermo-mechanical effects, Journal of Southwest Jiaotong University, 53, 3, pp. 434-441, (2018)
  • [9] (2018)
  • [10] ZHANG Jingjian, FU Bingjun, Rockburst and its criteria and control, Chinese Journal of Rock Mechanics and Engineering, 27, 10, pp. 2034-2042, (2008)