Discrete Fracture Network (DFN) as an Effective Tool to Study the Scale Effects of Rock Quality Designation Measurements

Author:

Wang Rongzhen12,Elmo Davide2ORCID

Affiliation:

1. China Xiongan Group Co., Ltd., Xiong’an 070001, China

2. The Norman B. Keevil Institute of Mining Engineering, The University of British Columbia, Vancouver, BC V6T 1Z4, Canada

Abstract

Rock quality designation (RQD) is a parameter that describes rock mass quality in terms of percentage recovery of core pieces greater than 10 cm. The RQD represents a basic element of several classification systems. This paper studies scale effects for RQD measurements using synthetic rock masses generated using discrete fracture network (DFN) models. RQD measurements are performed for rock masses with varying fracture intensities and by changing the orientation of the simulated boreholes to account for orientation bias. The objective is to demonstrate the existence of a representative elementary length (REL, 1D analogue of a 3D representative elementary volume, or REV) above which RQD measurements would represent an average indicator of rock mass quality. For the synthetic rock masses, RQD measurements were calculated using the relationship proposed by Priest and Hudson and compared to the simulated RQD measurements along the boreholes. DFN models generated for a room-and-pillar mine using mapped field data were then used as an initial validation, and the conclusion of the study was further validated using the RQD calculation results directly obtained from the depth data collected at an iron cap deposit. The relationship between rock mass scale and assumed threshold length used to calculate RQD is also studied.

Publisher

MDPI AG

Reference37 articles.

1. Hoek, E. (2024, May 01). Practical Rock Engineering. Available online: https://www.rocscience.com/learning/hoeks-corner.

2. Deere, D.U., Hendron, A.J., Patton, F.D., and Cording, E.J. (1967, January 15–17). Design of surface and near-surface construction in rock. Proceedings of the Failure and Breakage of Rock-Eighth Symposium on Rock Mechanics, Minneapolis, MN, USA.

3. Bieniawski, Z.T. (1976). Rock mass classification in rock engineering. Exploration for Rock Engineering, Balkema.

4. Engineering classification of rock masses for the design of tunnel support;Barton;Rock Mech.,1974

5. Hoek, E., Carter, T.G., and Diederichs, M.S. (2013, January 23–26). Quantification of the geological strength index chart. Proceedings of the 47th US Rock Mechanics/Geomechanics Symposium, San Francisco, CA, USA.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3