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Classification and assessment of rock mass parameters in Choghart iron mine using P-wave velocity

查看全文 作  者:Mohammadreza Hemmati [1]Nourani;Mohsen Taheri [2]Moghadder;Mohsen [3]Safari 高影响力作者 机构地区:[1]Department of Mining and Metallurgy,Yazd University,Yazd,Iran;[2]Department of Mining Engineering,Shahid Bahonar University of Kerman,Kerman,Iran;[3]Department of Mining Engineering,Birjand University of Technology,Birjand,Iran高影响力机构 出  处:《Journal of Rock Mechanics and Geotechnical Engineering》索引2017年第9卷第2期,共11页高影响力期刊 摘  要:Engineering rock mass classification,based on empirical relations between rock mass parameters and engineering applications,is commonly used in rock engineering and forms the basis for designing rock structures.The basic data required may be obtained from visual observation and laboratory or field tests.However,owing to the discontinuous and variable nature of rock masses,it is difficult for rock engineers to directly obtain the specific design parameters needed.As an alternative,the use of geophysical methods in geomechanics such as seismography may largely address this problem.In this study,25 seismic profiles with the total length of 543 m have been scanned to determine the geomechanical properties of the rock mass in blocks Ⅰ,Ⅲ and Ⅳ-2 of the Choghart iron mine.Moreover,rock joint measurements and sampling for laboratory tests were conducted.The results show that the rock mass rating(RMR) and Q values have a close relation with P-wave velocity parameters,including P-wave velocity in field(V_(PF)).P-wave velocity in the laboratory(V_(PL)) and the ratio of V_(PF) V_(PL)(i.e.K_p = V_(PF)/V_(PL).However,Q value,totally,has greater correlation coefficient and less error than the RMR,In addition,rock mass parameters including rock quality designation(RQD),uniaxial compressive strength(UCS),joint roughness coefficient(JRC) and Schmidt number(RN) show close relationship with P-wave velocity.An equation based on these parameters was obtained to estimate the P-wave velocity in the rock mass with a correlation coefficient of 91%.The velocities in two orthogonal directions and the results of joint study show that the wave velocity anisotropy in rock mass may be used as an efficient tool to assess the strong and weak directions in rock mass. 关 键 词:ROCK MASS CLASSIFICATION P-WAVE velocity Q system ROCK MASS rating (RMR) GEOPHYSICAL methods
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