隧道地应力测试与岩爆倾向性分析

Abstract
Figure/Table
References (0)
Related Citation (7)

Download: PDF (1317 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Research purposes: Rock outburst is a geological disaster that often happens suddenly in construction of long deep － buried tunnel，so the study on the rock outburst has the important practical significance to the survey，design and safe construction of tunnel．

Research conclusions: The hydraulic fracturing method was used to analyze and evaluate the tendentiousness of the rock outburst of one tunnel according to the Russenes criterion，Turchaninov criterion，Hoek criterion and other criterions．The results showed that there was the possibility of rock outburst． The rational excavation method would be chosen and in the construction process，the necessary safety measures would be taken．

Key words： ground stress hydraulic fracturing method rock outburst prediction

Received: 20 January 2011

PACS:

TD73

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	MAO Hong － mei

Cite this article:

MAO Hong － mei. Testing of Ground Stress of Tunnel and Analysis of Tendentiousness of Rock Outburst[J]. 铁道工程学报, 2011, 28(3): 64-68.

URL:

http://tdgcxb.crec.cn/EN/ OR http://tdgcxb.crec.cn/EN/Y2011/V28/I3/64

［1］徐林生，王兰生，李天斌．国内外岩爆研究现状综述［J］．长江科学院院报，1999( 4) : 24 － 27．

Xu Linsheng，Wang Lansheng，Li Tianbin． Research in the Rock Burst at Home and Abroad ［J］． Yangtze River Scientific Research Institute，1999( 4) : 24 － 27．

［2］王兰生，李天斌，赵其华．浅生时效构造与人类工程［M］．北京: 地质出版社，1994．

Wang Lansheng，Li Tianbin，Zhao Qihua． Supergene Aging Structure and Human Engineering ［M］．Beijing: Geological Publishing House，1994．

［3］王青海，李晓红，顾义磊，等．地下工程中岩爆灾害的成因及防治措施［J］．重庆大学学报( 自然科学版) ，2003( 7) : 116 － 120．

Wang Qinghai， Li Xiaohong， Gu Yilei，etc． The Underground Project Rockburst Causes and Prevention Measures ［J］． Chongqing University ( Natural Science) ，2003( 7) : 116 － 120．

［4］杨林德．岩土工程问题的反演理论与工程实践［M］．北京: 科学出版社，1999．

Yang Linde． Geotechnical Engineering Problems in Inverse Theory and Engineering Practice［M］． Beijing:Science Press，1999．

［5］丁立丰，郭启良，陈群策．小天都水电站水压致裂法三维应力测量研究［J］．水力发电学报，2004( 5) : 44 － 49．

Ding Lifeng，Guo Qiliang，Chen Qunce． Xiaotiandu Hydropower Dimensional Hydraulic Fracturing Stress Measurement［J］． Hydroelectric，2004( 5) : 44 － 49．

［6］ Fairhurst C． Methods of determining“in situ”stress at great depth，Missouri River Div［M］． U． S． Corps． Of Engrs．，Omaha，Tech． Rept．，1968．

［7］钟作武，吴相超，吕国湘．万宜铁路马鹿箐隧道水压致裂法地应力测试及室内岩石力学试验［R］．武汉: 长江水利委员会长江科学院，2004．

Zhong Zuowu，Wu Xiangchao，Lv Guoxiang． Wapiti Qing Island Railway Tunnel to Hydraulic Fracturing Stress Measurement and Indoor Rock Mechanics Test ［R］． Wuhan: Changjiang Water Resources Commission of the Yangtze Academy，2004．

［8］徐林生，王兰生．川藏公路二郎山隧道高地应力与岩爆问题研究［J］．成都: 西南交通大学出版社，2001．

Xu Linsheng， Wang Lansheng． Sichuan － Tibet Highway Erlang Mountain Tunnel High Stress and the Problem of Rock burst ［J］． Chengdu: Southwest Jiaotong University Press，2001．

［9］ GB 50218—94，工程岩体分级标准［S］．

GB 50218—94， Engineering Rock Classification Standard［S］．

［10］苏小倩，吴重民，林晓东．配电系统可靠性的评估和分析［J］．广东电力，2002( 4) : 22 － 25．

Su Xiaoqian， Wu Zhongmin， Lin Xiaodong．Distribution System Reliability Evaluation and Analysis［J］． Guangdong Electric Power，2002( 4) : 22 － 25．

［11］徐向东．隧道岩爆防治作用机理初探［J］．铁道工程学报，2008( 10) : 36 － 44．

Xu Xiangdong． Tunnel Mechanism of Rock Burst Prevention ［J］． Journal of Railway Engineering Society，2008( 10) :36 － 44．