基于钻孔测试的岩体抗剪强度参数取值方法及其工程应用

doi:10.13722/j.cnki.jrme.2014.0838

Abstract
Figure/Table
References (19)
Related Citation (15)

Download: PDF (2838 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract For the researching of the shear strength parameters of rock mass，the method proposed by this paper provides a new method and a new way. First，based on the deficiency of existing empirical formula，the mathematical relation between the geological strength index(GSI) and the basic quality index of rock mass(BQ)，the uniaxial compressive strength of saturated rock，the P-wave velocity of natural rock are established. For the rock masses uncovered by drilling，based on the results of borehole TV test，borehole ultrasonic velocity detection and laboratory core sample test，using the Hoek-Brown strength criterion，this paper puts forward a method for the estimation of rock shear strength parameters. Then this method is applied to a project under construction and the results show that the shear strength parameters of rock mass estimated by the method are close to actual values.

Key words： rock mechanics borehole TV rock mass ultrasonic velocity Hoek-Brown strength criterion shear strength of rock mass

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	LU Yang
	TAN Xin
	GUO Xifeng
	LI Weishu

Cite this article:

LU Yang,TAN Xin,GUO Xifeng, et al. ESTIMATION OF ROCK MASS SHEAR STRENGTH PARAMETERS BASED ON BOLE TEST AND ITS APPLICATION TO ENGINEERING[J]. , 2015, 34(S2): 4116-4125.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2014.0838 OR https://rockmech.whrsm.ac.cn/EN/Y2015/V34/IS2/4116

[1]	宋彦辉，巨广宏. 基于原位试验和规范的岩体抗剪强度与Hock-Brown准则估值比较[J]. 岩石力学与工程学报，2012，31(5)：1000-1006.(SONG Yanhui，JU Guanghong. Determination of rock mass shear strength based on in-situ tests and codes and comparison with estimation by Hock-Brown criterion[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(5)：1000-1006.(in Chinese))
[2]	张玉军. 钻孔电视探测技术在煤层覆岩裂隙特征研究中的应用[J]. 煤矿开采，2011，16(3)：79-80.(ZHANG Yujun. Bore-hole TV exploration technology and its application in researching characteristic of fissure in overlying strata[J]. Coal Mining Technology，2011，16(3)：79-80.(in Chinese))
[3]	李建林，周济芳. 三峡工程卸荷岩体声波测试及其参数研究[J].岩石力学与工程学报，2005，24(增1)：4 642-4 646.(LI Jianlin，ZHOU Jifang. Study on acoustic wave measurement and mechanical parameters of unloading rock mass of the Three Gorges Project[J].Chinese Journal of Rock Mechanics and Engineering，2005，24(Supp.1)：4 642-4 646.(in Chinese))
[4]	陈昌彦，王贵荣. 各类岩体质量评价方法的相关性探讨[J]. 岩石力学与工程学报，2002，21(12)：1 894-1 900.(CHEN Changyan，WANG Guirong. Discussion on the interrelation of various rock mass quality classification systems at home and abroad[J].Chinese Journal of Rock Mechanics and Engineering，2002，21(12)：1 894-1 900.(in Chinese))
[5]	胡辰光. 钻探工程技术及标准规范实务全书[M]. 合肥：安徽文化音像出版社，2003：78-145.(HU Chenguang.The drilling engineering technology and standard specification[M].Hefei：Anhui Performing Arts Culture Communication Co.，Ltd.，2003：78-145.(in Chinese))
[6]	HOEK E，BROWN ET. Underground excavations in rock[M]. London：Institution of Mining and Metallurgy，1980：86-79.
[7]	SHEOREY P R. Empirical rock failure criteria[M]. Rotterdam：A. A. Balkema，1997：33-45.
[8]	HOEKE，BROWN ET. Empirical strength criterion for rock masses[J]. Journal ofGeotechnicaland GeoenvironmentalEngineering，1980，106(GT9)：1013-1035.
[9]	HOEK E，CARRANZA-TORRES C，CORKUM B. Hoek-Brown failure criterion-2002edition[C]// Proceedings of NARMS-TAC 2002， Minging Innovation and Technology. Toronto：[s. n.]，2002：267-273.
[10]	盛佳，李向东. 基于Hock-Brown强度准则的岩体力学参数确定方法[J]. 采矿技术，2009，9(2)：12-14.(SHENG Jia，LI Xiangdong.Determination of rock mass mechanical parameters based on Hoek-Brown strength criterion[J]. Mining Technology，2009，9(2)：12-14.(in Chinese))
[11]	HASHEMI M，MOGHADDAS S，AJALLOEIAN R. Application ofrock mass characterization for determining the mechanical propertiesof rock mass：a comparative study[J]. Rock Mechanics and RockEngineering，2010，43(3)：305-320.
[12]	黄高峰．Hock-Brown强度准则在岩体工程中的应用研究[硕士学位论文][D].咸阳：西北农林科技大学，2008.(HUANG Gaofeng. Application research of the Hoek-Brown strength criterion torockmass engineering[M. S. Thesis][D]. Xianyang：Nonhwest Agricultureand Forestry University，2008.(in Chinese))
[13]	夏开宗，陈从新，刘秀敏，等.基于岩体波速的Hoek-Brown准则预测岩体力学参数方法及工程应用[J]. 岩石力学与工程学报，2013，32(7)：1 458-1 466.(XIA Kaizong，CHEN Congxin，LIU Xiumin，et al. Estimation of rock mass mechanical parameters based on ultrasonic velocity of rock mass and Hoek-Brown criterion and its application to engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(7)：1 458-1 466.(in Chinese))
[14]	BARTON N．Some new Q-value correlations to assist in site characterization and tunnel design[J]. International Journal of RockMechanics and Mining Sciences，2002，39(2)：185-216.
[15]	MARINOS V，MAR1NOS P，HOEK E. The geological strength index：applications and limitations[J]. Bulletin of Engineering Geology and theEnvironment，2005，64(1)：55-65.
[16]	HOEK E，KAISER P K，BAWDEN W F. Support of underground excavations in hard rock[M]. Rotterdam：A. A. Balkema，1995：34-76.
[17]	HOEK E，MARINOSP，BENISSI M. Applicability ofthe geological strength index(GSI)classification for very weak and sheared rockmasses[J]. Bulletin of Engineering Geology and the Environment，1998，57(21)：151-160.
[18]	MARINOS P，HOEK E. GSI：A geologically friendly tool for rock mass strength estimation[C]// Proceedings of the 2000 International Conference onGeotechnical andGeologicalEngineering. Melbourne， Australian：[s. n.]，2000：1 422-1 442.
[19]	郭喜峰，李维树，谭新，等. 几江长江大桥北岸隧道锚岩土专项试验项目岩石力学试验阶段成果报告[R]. 武汉：长江科学院，2014.(GUO Xifeng，LI Weishu，TAN Xin，et al.The phase achievement report on the research about the rock mechanics characteristics in the tunnel anchorareaon the north shore ofJijiang bridge[R]. Wuhan：Changjiang River Scientific Research Institute，2014.(in Chinese))