[1]吴春成,朱志辉,张伟.深埋隧道岩爆倾向性评估方法[J].高速铁路技术,2019,10(04):76-80.[doi:10.12098/j.issn.1674-8247.2019.04.016]
WU Chuncheng,ZHU Zhihui,ZHANG Wei.Assessment Method of Rockburst Tendency in Deep Tunnels[J].HIGH SPEED RAILWAY TECHNOLOGY,2019,10(04):76-80.[doi:10.12098/j.issn.1674-8247.2019.04.016]
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深埋隧道岩爆倾向性评估方法()
《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]
- 卷:
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10卷
- 期数:
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2019年04期
- 页码:
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76-80
- 栏目:
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研究创新
- 出版日期:
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2019-08-28
文章信息/Info
- Title:
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Assessment Method of Rockburst Tendency in Deep Tunnels
- 文章编号:
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1674—8247(2019)04—0076-05
- 作者:
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吴春成; 朱志辉; 张伟
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1. 中国铁路青藏集团有限公司, 西宁 810007;
2. 西藏铁路建设有限公司, 拉萨 850000;
3. 东北大学, 沈阳 110819
- Author(s):
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WU Chuncheng; ZHU Zhihui; ZHANG Wei
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1. China Railway Qinghai-Tibet Group Co., Ltd, Xining 810007, China;
2. Tibet Railway Construction Co., Ltd., Lhasa 850000, China;
3. Northeastern University, Shenyang 110819, China
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- 关键词:
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深埋隧道|岩爆倾向性|经验|判据|适用性
- Keywords:
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deep tunnel|rockburst tendency|experience|criterion|applicability
- 分类号:
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U455. 6
- DOI:
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10.12098/j.issn.1674-8247.2019.04.016
- 文献标志码:
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A
- 摘要:
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深埋硬岩隧道开挖过程中岩爆风险较高,开展岩爆倾向性评估方法研究具有重要意义。文章以某隧道工程为研究背景,统计分析了岩爆发生情况;将岩爆倾向性单指标评估方法按能否反映硐室开挖过程的影响和初始应力场的偏应力特征分为两类,并分别利用Barton判据、陶振宇判据、Hoek判据、二郎山隧道判据对该隧道岩爆倾向性进行了评估分析;对比分析了两类评估方法在该隧道应用的适用性,研究结果表明:反映洞室开挖过程影响和初始应力场偏应力特征的判据方法对岩爆倾向性判别的准确率较低,但能够判断岩爆可能发生位置,且在大尺度上采用Barton判据、陶振宇判据能较为准确评价岩爆风险等级。研究结果可为深埋隧道岩爆倾向性判别提供科学依据与参考。
- Abstract:
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Rockburst occurs frequently during excavation of deep hard rock tunnels. It has great significance to study the evaluation method of rockburst tendency. The occurrence of rockburst is analyzed statistically associated with the project of one tunnel. According to the influence of chamber excavation process and the deviatory stress characteristics of initial stress field, the single index evaluation method of rockburst tendency can be divided into two types. Using Barton criterion, Tao Zhenyu criterion, Hoek criterion and Erlang Mountain Tunnel criterion, the rockburst tendency of the tunnel is evaluated. The applicability of two kinds of assessment methods to rockburst tendency discrimination is compared and analyzed. Through the analysis, it is found that the criterion method, which reflects the influence of the excavation process and the initial stress field, can judge the location of the rockburst, although the accuracy rate of the rock burst tendency is low. The Barton criterion and Tao Zhenyu criterion can be used to evaluate the rockburst risk grade accurately on a large scale. The research results can provide scientific basis and reference for distinguishing the rockburst tendency of deep tunnels.
备注/Memo
- 备注/Memo:
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作者简介:吴春成(1969-),男,高级工程师。引文格式:吴春成, 朱志辉, 张伟. 深埋隧道岩爆倾向性评估方法[J]. 高速铁路技术, 2019, 10(4):76-80.WU Chuncheng, ZHU Zhihui, ZHANG Wei. Assessment Method of Rockburst Tendency in Deep Tunnels[J]. High Speed Railway Technology, 2019, 10(4):76-80.
更新日期/Last Update:
2019-08-28