复杂构造岩体具有代表性的初等体积质量评价:基于连通性控制的非持续性裂缝网络的分析视角

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yongqiang Liu , Jianping Chen , Jiewei Zhan
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引用次数: 0

摘要

岩体质量评价是岩石工程中至关重要的前期工作,但传统方法往往忽略了非持续性裂缝网络的分析连通性,降低了其精度和范围。为了弥补这一差距,本研究提出了一种新的基于连通性的地质强度指数(CGSI)用于岩体质量评价,并在不同分类系统之间建立了明确和定量的转换关系,从而提高了不同工程环境下的可靠性。以代表性基本体积(REV)为基本尺度,对某高陡边坡7号均质区域进行了广泛的质量评价。基于REV对样品进行优化,并应用所建立的4个评价体系制定转化表达式。通过整合他们的核心原理,我们建立了CGSI,并建立了跨越不同岩石强度范围的12个定量转换关系。CGSI的新颖之处在于它能够在REV尺度上量化岩体质量,通过结合地表条件、结构分布、裂缝连通性和裂缝方向效应来捕获三维裂缝网络。实地调查和比较分析验证了CGSI,确定III级为领域#7的最佳质量。结果表明,CGSI对裂隙岩体具有较好的转换精度和较强的工程适用性。将该方法扩展到其他均匀域,总体质量评级为II ~ IV。信息熵分析显示,中等倾斜裂缝集的数量、REV尺寸和平均裂缝尺寸是主要的控制因素。值得注意的是,结构域#1、#4、#6、#8、#12和#14被分类为IV级,表明不稳定风险升高,需要有针对性的加固。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Representative elementary volume-enabled quality evaluation for complex structural rock masses: From the analytical perspective of the connectivity-controlled non-persistent fracture networks
Rock mass quality evaluation is a critical preliminary step in rock engineering, yet conventional methods often overlook the analytical connectivity of non-persistent fracture networks, reducing their precision and scope. To bridge this gap, this study proposes a novel connectivity-based geological strength index (CGSI) for rock mass quality assessment and establishes explicit and quantitative conversion relationships between different classification systems, thereby improving reliability across diverse engineering contexts. Using the representative elementary volume (REV) as the fundamental scale, an extensive quality evaluation of homogeneous domain #7 on a high and steep slope was conducted. Samples were optimized based on the REV, and four established assessment systems were applied to formulate conversion expressions. By integrating their core principles, we developed CGSI and established twelve quantitative conversion relationships spanning different rock strength ranges. CGSI's novelty lies in its capacity to quantify rock mass quality at the REV scale by incorporating surface conditions, structural distribution, fracture connectivity and fracture orientation effects to capture the three-dimensional fracture network. Field investigations and comparative analyses validated CGSI, identifying grade III as the optimal quality for domain #7. Results demonstrate CGSI's superior conversion accuracy for fractured rock masses and its strong applicability in engineering practice. Extending the method to other homogeneous domains yielded overall quality ratings of II ∼ IV. Information entropy analysis revealed that the number of moderately dipping fracture sets, REV size and mean fracture size are the dominant controlling factors. Notably, domains #1, #4, #6, #8, #12 and #14 were classified as grade IV, indicating elevated instability risks and the need for targeted reinforcement.
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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