STUDY OF GEOLOGICAL STRENGTH INDEX FOR GRANITE BASED ON MINERAL STRUCTURE AND DRILLING AND ITS APPLICATION
(1. Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2. Graduate University of Chinese Academy of Sciences,Beijing 100049,China;3. Dongguan Neutrons Science Center,Institute of High-Energy Physics,Chinese Academy of Sciences,Dongguan,Guangdong 523780,China)
Abstract:Inspired by the flysch which was given by Hoek in RocLab software and based on the field work and lab experiment,a quantitative diagram of the geological strength index(GSI) for granite based on mineral structure and drilling is established;of which the process is as follows:(1) Mineral structure,rock core length and joint condition of rock are introduced in this diagram to help the quantitative study of GSI. (2) Try to use the typical picture of field core to substitute the sketch drawing given by Hoek. Combining with characteristics such as rock quality designation of core,core recovery ratio and rock structure and so on,the pictures are described. According to Hoek-Brown formula,elastic modulus E of granite is calculated by the proposed diagram of GSI. Comparison between the calculated result and that given by the exploration firm is conducted;it is also shown that the results fit each other very well and the minimum error of E between them is 0.11 GPa. Therefore,the new GSI diagram is scientific and it can be widely used in drilling engineering to estimate the parameters of granite.
林达明1,2,尚彦军1,吴锋波1,2,张 巍1,2,张 翔3. 基于矿物结构与钻探的花岗岩地质强度指标研究及应用[J]. 岩石力学与工程学报, 2011, 30(4): 761-768.
LIN Daming1,2,SHANG Yanjun1,WU Fengbo1,2,ZHANG Wei1,2,ZHANG Xiang3. STUDY OF GEOLOGICAL STRENGTH INDEX FOR GRANITE BASED ON MINERAL STRUCTURE AND DRILLING AND ITS APPLICATION. , 2011, 30(4): 761-768.
YILDIZ A,KUSCU M,DUMLUPUNAR I A,et al. The determination of the mineralogical alteration index and the investigation of the efficiency of the hydrothermal alteration on physic-mechanical properties in volcanic rocks from Afyonkarahisar,West Turkey[J]. Bulletin of Engineering Geology and the Environment,2010,69(1):59-61.
Your browse does not support frame! " target="_blank">
OSGOUI R R,ÜNAL E. An empirical method for design of grouted bolts in rock tunnels based on the geological strength index(GSI)[J]. Engineering Geology,2009,107(3/4):154-166.
Your browse does not support frame! " target="_blank">
[14]
林达明,尚彦军,孙福军,等. 岩体强度估算方法对比分析及应用[J]. 岩土力学,2011,32(3):837-844.(LIN Daming,SHANG Yanjun,SUN Fujun,et al. Study of strength assessment of rock mass and its application[J]. Rock and Soil Mechanics,2011,32(3):837-844.(in Chinese))
Your browse does not support frame! " target="_blank">
[2]
HOEK E,CARRANZA-TORRES C,CORKUM B. Hoek-Brown failure criterion—2002 edition[C]// Proceedings of the 5th North American Rock Mechanics Symposium. Toronto:[s. n.],2002:267-273.
Your browse does not support frame! " target="_blank">
[3]
CAI M,KAISER P K,TASAKA Y,et al. Determination of residual strength parameters of jointed rock masses using the GSI system[J]. International Journal of Rock Mechanics and Mining Sciences,2007,44(2):247-265.
苏永华,封立志,李志勇,等. Hoek-Brown准则中确定地质强度指标因素的量化[J]. 岩石力学与工程学报,2009,28(4):679-686. (SU Yonghua,FENG Lizhi,LI Zhiyong,et al. Quantification of elements for geological strength index in Hoek-Brown criterion[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(4):679-686.(in Chinese))
[11]
卢书强,许 模. 基于GSI系统的岩体变形模量取值及应用[J]. 岩石力学与工程学报,2009,28(增1):2 736-2 742.(LU Shuqiang,XU Mo. Determination and application of modulus of deformation of rock masses based on GSI system[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):2 736-2 742.(in Chinese))
Your browse does not support frame! " target="_blank">
[12]
HOSEINIE S H,AGHABABAEI H,POURRAHIMIAN Y. Development of a new classification system for assessing of rock mass drillability index(RDI)[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45(1):1-10.
[13]
PALMSTRÖM A. RMI-a rock mass characterization system for rock engineering purposes[Ph. D. Thesis][D]. Norway:University of Oslo. Faculty of Mathematics and Natural Sciences,1995.
Your browse does not support frame! " target="_blank">
[15]
MARINOS P,HOEK E. Estimating the geotechnical properties of heterogeneous rock masses such as flysch[J]. Bulletin of Engineering Geology and the Environment,2001,60(2):85-92.