{"title":"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","authors":"Yongqiang Liu , Jianping Chen , Jiewei Zhan","doi":"10.1016/j.ijrmms.2025.106214","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106214"},"PeriodicalIF":7.5000,"publicationDate":"2025-07-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Representative elementary volume-enabled quality evaluation for complex structural rock masses: From the analytical perspective of the connectivity-controlled non-persistent fracture networks\",\"authors\":\"Yongqiang Liu , Jianping Chen , Jiewei Zhan\",\"doi\":\"10.1016/j.ijrmms.2025.106214\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"194 \",\"pages\":\"Article 106214\"},\"PeriodicalIF\":7.5000,\"publicationDate\":\"2025-07-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925001911\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925001911","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
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.
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.