基于地应力水平评价的围岩潜在破坏模式研究

doi:10.13722/j.cnki.jrme.2016.1110

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Abstract

Analysis of failure modes of surrounding rock mass is the basic work of the stability analysis and control of surrounding rock mass and support design in underground engineering. The high geostress failure problems encountered in deep engineering cannot be included in the tradition failure mode classification. In the classification methods put forward recently，the rock mechanics problems were considered well. But the geological conditions have been overlooked in analysis. Aiming to this problem，the evaluations of geological condition and in situ stress levels were constructed firstly. Then several important factors including rock mass structure type，integrity degree，hardness grading，rock mass quality grade，and in situ stresses，were considered. The classification system of failure modes of surrounding rock mass was presented finally. This system can be applied in all of underground projects. And it is more suitable for the deep underground engineering with high stress. The application of geological condition evaluation makes it simpler to be understood and applied by the field engineers.

Key words： underground engineering geostress level failure mode high level stress rock mass quality classification

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	Articles by authors
	ZHANG Chuanqing1
	2
	HUANG Shuling3
	ZHOU Hui1
	2
	CUI Guojian1
	2
	YANG Fanjie1
	2

Cite this article:

ZHANG Chuanqing1,2,HUANG Shuling3, et al. Study on potential failure modes of surrounding rock mass based on evaluation of geostress level[J]. , 2018, 37(S1): 3187-3195.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2016.1110 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/IS1/3187

[1]	于学馥，郑颖人，刘怀恒，等. 地下工程围岩稳定性分析[M]. 北京：煤炭工业出版社，1983：1-10.(YU Xuefu，ZHENG Yingren，LIU Huaiheng，et al. Stability analysis of surrounding rock mass in underground engineering[M]. Beijing：Coal Industry Press，1983：1-10.(in Chinese))
[2]	王思敬，杨志法，刘竹华. 地下工程岩体稳定性分析[M]. 北京：科学出版社，1984：89-92.(WANG Sijing，YANG Zhifa，LIU Zhuhua. Stability analysis of underground engineering rock mass[M]. Beijing：Science Press，1984：89-92.(in Chinese))
[3]	王思敬，杨志法. 地下工程中岩体工程地质力学问题[J]. 岩石力学与工程学报，1987，6(4)：301-308.(WANG Sijing，YANG Zhifa. Some problems on geological mechanics of rock mass in underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，1987，6(4)：301-308.(in Chinese))
[4]	孙广忠. 岩体结构力学[M]. 北京：科学出版社，1988：162-168.(SUN Guangzhong. Rock mass structure mechanics[M] Beijing：Science Press，1988：162-168.(in Chinese))
[5]	张倬元，王士天，王兰生. 工程地质分析原理[M]. 北京：地质出版社，1994：23-25.(ZHANG Zhuoyuan，WANG Shitian，WANG Lansheng. Principles of engineering geologicalanalysis[M]. Beijing：Geological Publishing House，1994：23-25.(in Chinese))
[6]	卢波，丁秀丽，邬爱清，等. 高应力硬岩地区岩体结构对地下洞室围岩稳定的控制效应研究[J]. 岩石力学与工程学报，2012，31(增2)：3831-3846.(LU Bo，DING Xiuli，WU Aiqing，et al. Study of influence of rock structure on surrounding rock mass stability of underground caverns in hard rock region with high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.2)：3831-3846. (in Chinese))
[7]	向天兵，冯夏庭，江权，等. 大型洞室群围岩破坏模式的动态识别与调控[J]. 岩石力学与工程学报，2011，30(5)：871-883.(XIANG Tianbing，FENG Xiating，JIANG Quan，et al. Failure mode dynamic recognition and control for surrounding rock of large-scale cavern group[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：871-883.(in Chinese))
[8]	吴文平，冯夏庭，张传庆，等. 深埋硬岩隧洞围岩的破坏模式分类与调控策略[J]. 岩石力学与工程学报，2011，30(9)：1782-1802. (WU Wenping，FENG Xiating，ZHANG Chuanqing，et al. Classificationof failure modes and controlling measures for surrounding rock of deep tunnel in hard rock[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(9)：1782-1802.(in Chinese))
[9]	孙广忠，孙毅. 地质工程学原理[M]. 北京：地质出版社，2004：101-120.(SUN Guangzhong，SUN Yi. Principles of engineering geology[M]. Beijing：Geological Publishing House，2004：101-120.(in Chinese))
[10]	中华人民共和国国家标准编写组. GB/T50218—2014工程岩体分级标准[S]. 北京：中国计划出版社，2015：5-6.(The National Standards Compilation Group of People¢s Republic of China. GB/T50218—2014Standard for engineering classification of rock masses[S]. Beijing：China Planning Press，2015：5-6.(in Chinese))
[11]	HUDSON JA，HARRISON JP. Engineering rock mechanics-an introduction to the principles[M]. [S. l.]：Elsevier Science Ltd.，1997：55-56.
[12]	HOEK E，KAISER PK，BAWDENWF. Support of undergroundexcavations in hard rock[M]. Rotterdam：A.A. Balkema，1995：164.
[13]	MARTIN CD，KAISER PK，MCCREATH DR. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels[J]. Canadian Geotechnical Journal，1999，36(1)：136-151.
[14]	中华人民共和国国家标准编写组. GB 50487—2008水利水电工程地质勘察规范[S]. 北京：中国计划出版社，2008.(The National Standards Compilation Group of People¢s Republic of China. GB 50487—2008 Code for engineering geological investigation of water resources and hydropower[S]. Beijing：China Planning Press，2008.(in Chinese))
[15]	何满潮，钱七虎等. 深部岩体力学基础[M]. 北京：科学出版社，2010：1-10.(HE Manchao，QIAN Qihu，et al. The basic of deep rock mechanics[M]. Beijing：Science Press，2010：1-10.(in Chinese))
[16]	冯夏庭，陈炳瑞，张传庆，等. 岩爆孕育过程的机制、预警与动态调控[M]. 北京：科学出版社，2013：1-3.(FENG Xiating，CHEN Bingrui，ZHANG Chuanqing，et al.Mechanism，warning and dynamic control of rockburst developmentprocesses[M]. Beijing：Science Press，2013：1-3.(in Chinese))
[17]	冯夏庭，张传庆，李邵军，等. 深埋硬岩隧洞动态设计方法[M]. 北京：科学出版社，2013：1-2.(FENG Xiating，ZHANG Chuanqing，LI Shaojun，et al. Dynamic design method for deep tunnels[M]. Beijing：Science Press，2013：1-2.(in Chinese))
[18]	张传庆，周辉，朱勇，等. 基于潜在挤压比的地下工程软岩挤压程度评价方法研究[J]. 岩石力学与工程学报，2016，35(5)：939-947.(ZHANG Chuanqing，ZHOU Hui，ZHU Yong，et al. An evaluation method of squeezing degree based on potential squeezing ratio[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(5)：939-947.(in Chinese))
[19]	张传庆，俞缙，陈珺，等. 地下工程围岩潜在岩爆问题评估方法[J]. 岩土力学，2016，37(增1)：341-349.(ZHANG Chuanqing，YU Jin，CHEN Jun，et al. Evaluation method for potential rockburst in underground engineering[J]. Rock and Soil Mechanics，2016，37(Supp.1)：341-349.(in Chinese))
[20]	HOEK E，MARINOS P. Predicting tunnel squeezing problems in weakheterogeneous rock masses—part 1：estimating rock mass strength[J]. Tunnel and Tunneling International，2000，32(11)：45-51.
[21]	苏国韶，张小飞，燕柳斌. 基于案例推理的岩爆预测方法[J]. 采矿与安全工程学报，2008，25(1)：63-67.(SU Guoshao，ZHANG Xiaofei，YAN Liubin. Rockburst predication method based on case reasoning pattern recognition[J]. Journal of Mining andSafety Engineering，2008，25(1)：63-67.(in Chinese))
[22]	王云龙. 板岩隧道围岩变形破坏机制及稳定性控制方法研究[博士学位论文][D]. 北京：北京交通大学，2013.(WANG Yunlong. The study of slate tunnel surrounding rock¢s deformation and damage mechanism and stability controlling method[Ph.D. Thesis][D]. Beijing：Beijing Jiaotong University，2013.(in Chinese))
[23]	梅松华. 层状岩体开挖变形机制及破坏机理研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2008.(MEI Songhua. Study on deformation mechanism and failure characteristics of layered rock masses due to excavation[Ph.D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2008.(in Chinese))