A new framework for automated extraction of in-situ dangerous rock blocks based on a semi-deterministic block theory

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-10 DOI:10.1007/s10064-025-04107-3
Yangli Zhou, Haiying Fu, Mingzhe Zhou, Yanyan Zhao, Jihuan Chen
{"title":"A new framework for automated extraction of in-situ dangerous rock blocks based on a semi-deterministic block theory","authors":"Yangli Zhou,&nbsp;Haiying Fu,&nbsp;Mingzhe Zhou,&nbsp;Yanyan Zhao,&nbsp;Jihuan Chen","doi":"10.1007/s10064-025-04107-3","DOIUrl":null,"url":null,"abstract":"<div><p>Numerous dangerous rock blocks are located on rock slopes, potentially threatening the construction and safety operation of the adjacent engineering facilities. The dangerous rock block identification has been realized for decades in rock mechanics and engineering. However, studies on the automated identification of in-situ dangerous rock blocks (ISDRBs) are limited. In this study, a novel framework is proposed for automated extraction of ISDRBs based on a new semi-deterministic block theory considering discontinuity geometric characteristics. It involves four main steps: (1) establishment of the slope point cloud model using an unmanned aerial vehicle multi-angle photography method; (2) automated identification and information extraction of discontinuities based on various algorithms; (3) identification and geometrical characterization of in-situ rock blocks (ISRBs) based on the improved block candidates searching algorithm and polyhedral modeling; (4) stability analysis of ISRBs to extract ISDRBs based on the semi-deterministic block theory. In this framework, the actual positions, geometric characteristics, and safety factors of ISDRBs can be well-reflected, providing a quantitative reference for rockfall disaster prevention and mitigation design. The framework is applied to the stability analysis of the steep rocky slope on the left bank of the Nujiang (NJ) Bridge. The analysis results indicate that, after considering discontinuity geometric characteristics, 52.6% of the ISDRBs cannot form. Ultimately, 45 ISDRBs are identified, predominantly tetrahedron in geometry, and their volumes range from 0.02 to 32.57 <span>\\(\\:{\\text{m}}^{\\text{3}}\\)</span>, with the majority being smaller than 5 <span>\\(\\:{\\text{m}}^{\\text{3}}\\)</span>. A convenient and feasible evaluation method based on ISDRB information is finally proposed to further discuss the blocky rock mass system stability. In conclusion, automated extraction of ISDRBs can provide accurate quantitative references for rockfall disaster prevention and mitigation design.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 3","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-02-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04107-3","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0

Abstract

Numerous dangerous rock blocks are located on rock slopes, potentially threatening the construction and safety operation of the adjacent engineering facilities. The dangerous rock block identification has been realized for decades in rock mechanics and engineering. However, studies on the automated identification of in-situ dangerous rock blocks (ISDRBs) are limited. In this study, a novel framework is proposed for automated extraction of ISDRBs based on a new semi-deterministic block theory considering discontinuity geometric characteristics. It involves four main steps: (1) establishment of the slope point cloud model using an unmanned aerial vehicle multi-angle photography method; (2) automated identification and information extraction of discontinuities based on various algorithms; (3) identification and geometrical characterization of in-situ rock blocks (ISRBs) based on the improved block candidates searching algorithm and polyhedral modeling; (4) stability analysis of ISRBs to extract ISDRBs based on the semi-deterministic block theory. In this framework, the actual positions, geometric characteristics, and safety factors of ISDRBs can be well-reflected, providing a quantitative reference for rockfall disaster prevention and mitigation design. The framework is applied to the stability analysis of the steep rocky slope on the left bank of the Nujiang (NJ) Bridge. The analysis results indicate that, after considering discontinuity geometric characteristics, 52.6% of the ISDRBs cannot form. Ultimately, 45 ISDRBs are identified, predominantly tetrahedron in geometry, and their volumes range from 0.02 to 32.57 \(\:{\text{m}}^{\text{3}}\), with the majority being smaller than 5 \(\:{\text{m}}^{\text{3}}\). A convenient and feasible evaluation method based on ISDRB information is finally proposed to further discuss the blocky rock mass system stability. In conclusion, automated extraction of ISDRBs can provide accurate quantitative references for rockfall disaster prevention and mitigation design.

Abstract Image

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
求助全文
约1分钟内获得全文 去求助
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
期刊最新文献
Effect of stress difference and microfabric on the strength of deep granite Lateral residual stress effect on the swelling pressure of compacted expansive soil and microscopic mechanism Municipal landfill site selection using TOPSIS methodology: A case study for Polatlı, Ankara, Türkiye A hierarchical graph-based hybrid neural networks with a self-screening strategy for landslide susceptibility prediction in the spatial–frequency domain Effect of excavation-induced phreatic line drawdown on mountain tunnel seepage discharge in horizontal strata
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1