›› 2016, Vol. 37 ›› Issue (S1): 341-349.doi: 10.16285/j.rsm.2016.S1.046

• 岩土工程研究 • 上一篇    下一篇

地下工程围岩潜在岩爆问题评估方法

张传庆1,俞 缙2,陈 珺1,卢景景1,周 辉1   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 华侨大学 岩土工程研究所,福建 厦门 361021
  • 收稿日期:2015-05-20 出版日期:2016-06-16 发布日期:2018-06-09
  • 作者简介:张传庆,男,1977年生,博士,研究员,博士生导师,主要从事深部地下工程灾害防护机理与新技术方面的研究工作。
  • 基金资助:

    国家自然科学基金(No. 51279201);国家重点基础研究发展计划(973)项目(No. 2014CB046902)。

Evaluation method for potential rockburst in underground engineering

ZHANG Chuan-qing1, YU Jin2, CHEN Jun1, LU Jing-jing1, ZHOU Hui1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;2. Institute of Geotechnical Engineering, Huaqiao University, Xiamen, Fujian 361021, China
  • Received:2015-05-20 Online:2016-06-16 Published:2018-06-09
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51279201) and the National Basic Research Program of China (973) Program (2014CB046902).

摘要: 潜在岩爆评估是工程前期或可研阶段预估工程施工风险、建设成本和规划工程布置中的重要课题,现有单独采用岩爆倾向性或应力与强度之比的评价方法存在不足。文中建议了一种地下工程潜在岩爆问题评估方法,综合考虑了岩石力学特性、围岩质量和地应力三方面的内外在因素,归纳了岩爆对应的地质条件,总结认为岩爆主要发生在II、I类围岩。以体积应变反弯点为卸载控制点,改进了岩爆倾向性指数的试验方法。综合考虑岩石弹性能指数、应力强度比和主应力比3个因素,提出了潜在岩爆指数新指标,并给出了相应界限值,可为工程可研阶段岩爆风险预估提供了一种操作简单、逻辑科学的评估方法。

关键词: 潜在岩爆, 岩爆倾向性, 围岩质量分级, 弹性应变能指数, 应力强度比

Abstract: Potential evaluation of rockburst is an important topic for risk estimation in construction, construction cost and planning project layout in the primary stage or feasibility study stage of the project. There still exist some disadvantages in application of the evaluation method of rockburst proneness or the stress-strength ratio. Therefore, an evaluation method was suggested on the potential rockburst problem, considering three aspects of both the interior and exterior of factors including rock mechanics properties, qualities of surrounding rockmass and in-situ stresses. The corresponding geological conditions of rockburst sections were summarized to conclude that rockburst occurs mainly in II or I grade of surrounding rock mass. The test method of rockburst proneness index was improved to inflection points of volume strain for unloading control points. A new index of potential index of rockburst was put forward by introducing three factors of elastic strain energy index, stress intensity ratio and principal stress ratio. Then, the corresponding threshold values of the new index were presented. The proposed evaluation method provides a simple and scientific way for estimation of rockburst risk in the feasibility study stage .

Key words: potential rockburst, rockburst proneness, quality classification of surrounding rock mass, elastic strain energy index, stress-strength ratio

中图分类号: 

  • TU 452

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