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岩体分级RMR与国标BQ经验关系的应用研究
Study on Application of Empirical Relationship between Rock Mass Rating RMR and National Standard BQ

DOI: 10.12677/HJCE.2022.1112150, PP. 1334-1340

Keywords: 岩体质量评级,RMR,BQ,经验关系,工程案例
Rock Mass Quality Rating
, RMR, BQ, Empirical Correlation, Engineering Cases

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Abstract:

岩体质量综合评价是指导岩石工程设计与施工的重要前提。本文首先对国内外岩体工程界最为常用的两类评价体系——岩体分级RMR和国标BQ进行了简单的介绍,并对两者的经验关系进行了简单的分析,最后利用两者之间的经验关系,采用岩体工程现场测试获得的BQ值对RMR值进行了预测。研究结果表明:1) RMR体系的评分指标更为细化,但存在对部分指标重复评分的缺点;2) BQ体系虽然评分指标很少,但岩体完整性指数这一评分项以间接的方式考虑了RMR体系中的诸多评分指标;3) 基于两者之间的经验关系,在已知其中一个指标的情况下可快速、准确地估算到另一指标,且两者对岩体质量的评级结果十分接近。
Comprehensive evaluation of rock mass quality is an important prerequisite work for guiding rock engineering design and construction. This paper firstly briefly introduces the two most commonly used evaluation systems in rock engineering at home and abroad, namely, rock mass rating RMR and basic quality BQ, and then briefly analyzes the empirical relationship between the two systems, finally, based on the empirical relationship of the two systems, the RMR value is predicted by using the BQ value obtained from field tests of rock engineering. The results show that: 1) The RMR system is more refined on the rating index, but there is a shortcoming of repeated scoring for some indicators; 2) Although fewer rating indexes are involved in the BQ system, many rating indexes in the RMR system are indirectly considered in the rock mass integrity index scoring items; 3) Based on the empirical relationship between the two systems, another indicator can be quickly and accurately estimated when one of the indicators is known, and the rating results of the two systems on rock mass quality are very close.

References

[1]  龙腾. 某矿山深部开采岩石力学特性研究[J]. 中国矿山工程, 2021, 50(5): 23-26.
[2]  简崇林, 漆祖芳, 王英. 大型导流隧洞群下闸封堵风险分析及对策——以乌东德水电站为例[J]. 人民长江, 2021, 52(8): 158-165.
[3]  王运生, 程万强, 刘江伟. 川藏铁路廊道泸定段地质灾害孕育过程及成灾机制分析[J]. 地球科学, 2022, 47(3): 950-958.
[4]  凡一. 白鹤滩水电站有多“牛”[J]. 金桥, 2021(8): 72-75.
[5]  黄金光, 李志军. 川藏铁路高地应力软岩大变形隧道施工方法研究[J]. 水利与建筑工程学报, 2021, 19(6): 165-171, 178.
[6]  Terzaghi, K. (1946) Rock Defects and Rock Loads on Tunnel Supports. In: Proctor, R.V. and White, T.L., Eds., Scientific Research, Academic Publisher, Amsterdam, 17-99.
[7]  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(12): 1894-1900.
[8]  于世波, 王辉, 曹辉, 等. 多种工程岩体质量评价方法的关联及其应用探讨[J]. 有色金属(矿山部分), 2015, 67(1): 83-86.
[9]  佘诗刚, 林鹏. 中国岩石工程若干进展与挑战[J]. 岩石力学与工程学报, 2014, 33(3): 433-457.
[10]  GB/T50218工程岩体分级标准[S]. 北京: 中国计划出版社, 2015.
[11]  Bieniawski, Z.T. (1989) Engineering Rock Mass Classification. Science Press, New York, 180-250.
[12]  曹平, 刘帝旭. 改进CSMR法在露采矿山边坡中的应用[J]. 岩土工程学报, 2015, 37(8): 1544-1548.
[13]  Barton, N.R. (2002) Some New Q-Value Correlations to Assist in Site Characterization and Tunnel Design. International Journal of Rock Mechanics and Mining Sciences, 39, 185-216.
https://doi.org/10.1016/S1365-1609(02)00011-4
[14]  Hoek, E. and Brown, E.T. (2019) The Hoek-Brown Failure Criterion and GSI—2018 Edition. Journal of Rock Mechanics and Geotechnical Engineering, 11, 445-463.
https://doi.org/10.1016/j.jrmge.2018.08.001
[15]  尹红梅, 张宜虎, 周火明, 等. 工程岩体分级研究综述[J]. 长江科学院院报, 2011, 28(8): 59-66.
[16]  邬爱清, 柳赋铮. 国标《工程岩体分级标准》的应用与进展[J]. 岩石力学与工程学报, 2012, 31(8): 1513-1523.
[17]  许宏发, 陈锋, 王斌, 等. 岩体分级BQ与RMR的关系及其力学参数估计[J]. 岩土工程学报, 2014, 36(1): 195-198.
[18]  Kanik, M., Gurocak, Z. and Alemdag, S. (2015) A Comparison of Support Systems Obtained from RMR89 and RMR14 by Numerical Analyses: Macka Tunnel Project, NE Turkey. Journal of African Earth Sciences, 109, 224-238.
https://doi.org/10.1016/j.jafrearsci.2015.05.025
[19]  Hoek, E., Carranza-Torres, C. and Corkum, B. (2002) Hoek-Brown Failure Criterion—2002 Edition. In: Proceedings of the North American Rock Mechanics Society NARMS-TAC 2002, University of Toronto Press, Toronto, 267-273.
[20]  Zhang, L.Y. and Zhu, H.H. (2007) Three-Dimensional Hoek-Brown Strength Criterion for Rocks. Journal of Geotechnical and Geoenvironmental Engineering, 133, 1128-1135.
https://doi.org/10.1061/(ASCE)1090-0241(2007)133:9(1128)
[21]  Bieniawski, Z.T. (1973) Engineering Classification of Jointed Rock Masses. Transaction of the South African Institution of Civil Engineering, 15, 335-344.
[22]  王川婴, 胡培良, 孙卫春. 基于钻孔摄像技术的岩体完整性评价方法[J]. 岩土力学, 2010, 31(4): 1326-1330.
[23]  Vavro, M., Soucek, K., Stas, L., et al. (2015) Application of New Methods for Determination of Rock Quality Designation (RQD) Index: A Case Study from the Rozna I Uranium Mine, Strazek Moldanubicum, Bohemian Massif, Czech Republic. Canadian Geotechnical Journal, 52, 1466-1476.
https://doi.org/10.1139/cgj-2014-0377

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