Automated bidirectional search for key blocks on complex high-steep slopes using spatial loops formed by intersections of discontinuities

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Shengyuan Song , Han Xiao , Baotian Li , Mingyu Zhao , Yaoyao Jiang , Jilin Li
{"title":"Automated bidirectional search for key blocks on complex high-steep slopes using spatial loops formed by intersections of discontinuities","authors":"Shengyuan Song ,&nbsp;Han Xiao ,&nbsp;Baotian Li ,&nbsp;Mingyu Zhao ,&nbsp;Yaoyao Jiang ,&nbsp;Jilin Li","doi":"10.1016/j.ijrmms.2025.106224","DOIUrl":null,"url":null,"abstract":"<div><div>High-steep rock slopes develop numerous random discontinuities, and the unstable blocks formed by their intersection pose a serious threat to traffic engineering construction. Current methods for identifying these blocks are limited by the complex morphology of the slope surface and often overlook the impact of line-type discontinuities, leading to slow and inaccurate identification processes. To address this, this study presents an innovative method for identifying 3D unstable rock blocks by integrating UAV multi-angle nap-of-the-object photogrammetry with a spatial loop bidirectional search algorithm. The method comprises four steps: 1) Collaborative extraction of line-type and face-type discontinuities from a high-precision 3D model; 2) Rapid determination of discontinuity intersections using an R-tree data structure; 3) Retrieval of closed polygons via a bidirectional search algorithm; 4) Screening of finite blocks using geometric topological constraints. Engineering verification shows that this method successfully identified 120 closed cycles on the slope of the Eastern Himalayan Syntaxis, resulting in 74 finite blocks and 22 unstable blocks. This study introduces a novel point-line-face multi-level progressive search architecture. By coupling the analysis of line-type discontinuities with block spatial combinations, this method addresses a limitation of traditional approaches that inadequately consider the role of line-type discontinuities in block formation. Applicable to any complex structure of high-steep slopes, this method enhances both the accuracy and efficiency of identifying unstable blocks in complex geological settings. Furthermore, by integrating subsequent modules for geometric characterization and mechanical analysis, this method provides a theoretically sound and broadly applicable technical solution for preventing and controlling rockfall disasters on high-steep slopes.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106224"},"PeriodicalIF":7.5000,"publicationDate":"2025-08-12","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/S1365160925002011","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}
引用次数: 0

Abstract

High-steep rock slopes develop numerous random discontinuities, and the unstable blocks formed by their intersection pose a serious threat to traffic engineering construction. Current methods for identifying these blocks are limited by the complex morphology of the slope surface and often overlook the impact of line-type discontinuities, leading to slow and inaccurate identification processes. To address this, this study presents an innovative method for identifying 3D unstable rock blocks by integrating UAV multi-angle nap-of-the-object photogrammetry with a spatial loop bidirectional search algorithm. The method comprises four steps: 1) Collaborative extraction of line-type and face-type discontinuities from a high-precision 3D model; 2) Rapid determination of discontinuity intersections using an R-tree data structure; 3) Retrieval of closed polygons via a bidirectional search algorithm; 4) Screening of finite blocks using geometric topological constraints. Engineering verification shows that this method successfully identified 120 closed cycles on the slope of the Eastern Himalayan Syntaxis, resulting in 74 finite blocks and 22 unstable blocks. This study introduces a novel point-line-face multi-level progressive search architecture. By coupling the analysis of line-type discontinuities with block spatial combinations, this method addresses a limitation of traditional approaches that inadequately consider the role of line-type discontinuities in block formation. Applicable to any complex structure of high-steep slopes, this method enhances both the accuracy and efficiency of identifying unstable blocks in complex geological settings. Furthermore, by integrating subsequent modules for geometric characterization and mechanical analysis, this method provides a theoretically sound and broadly applicable technical solution for preventing and controlling rockfall disasters on high-steep slopes.
利用不连续面相交形成的空间环路,自动双向搜索复杂高陡坡上的关键区块
高陡岩质边坡发育大量随机结构面,其交叉形成的不稳定块体对交通工程建设构成严重威胁。目前识别这些块体的方法受到斜坡表面复杂形态的限制,往往忽略了线状不连续的影响,导致识别过程缓慢而不准确。为了解决这一问题,本研究提出了一种将无人机多角度拍物摄影测量与空间环路双向搜索算法相结合的三维不稳定岩块识别方法。该方法包括四个步骤:1)从高精度三维模型中协同提取线型和面型不连续点;2)利用r树数据结构快速确定不连续路口;3)通过双向搜索算法检索封闭多边形;4)利用几何拓扑约束筛选有限块。工程验证表明,该方法成功识别了东喜马拉雅结滑坡上120个封闭旋回,得到74个有限块体和22个不稳定块体。提出了一种新颖的点-线-面多级渐进式搜索架构。通过将线状不连续面与块空间组合相结合的分析,该方法解决了传统方法的局限性,即没有充分考虑线状不连续面在块形成中的作用。该方法适用于任何复杂的高陡边坡结构,提高了复杂地质条件下不稳定块体识别的精度和效率。该方法通过整合后续的几何表征和力学分析模块,为高陡边坡岩崩灾害的防治提供了理论上合理且具有广泛适用性的技术解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信