Supervised classification-based framework for rock mass discontinuity identification using point cloud data

MakaleAçık Erişim

Özet

Mapping and evaluating rock mass discontinuities using point clouds is a critical task in mining, civil, and geological engineering. Rock discontinuities can significantly impact the integrity, strength, and stability of rock masses. The orientation of these discontinuities is also a key characteristic of the rock mass. Accurate orientation estimation from point clouds enables more precise predictions of rock mass behavior, leading to improved safety, more efficient excavation processes, reduced operational costs, and significant time savings. In this context, a supervised classification-based framework is proposed for calculating orientation parameters from point cloud. Supervised classification plays a crucial role in tasks where a model learns complex patterns from labeled data to accurately predict previously unseen instances. The proposed method consists of eight-steps, including: data collection, pre-processing (data filtering), adaptive neighborhood size selection (omnivariance-based), feature extraction (geometric features), feature selection (Minimum Redundancy Maximum Relevance method), classification (Support Vector Machine), clustering (connected component labeling), and plane fitting to calculate orientation parameters (dip angle and dip direction). The framework was applied to two real-world datasets and one synthetic dataset, which was tested in two different subsampled forms (random and uniform subsampling). The results statistically demonstrated that the technique was effective in detecting and characterizing rock mass discontinuities with high Accuracy, Recall, Precision, and F-Score values ranging from 94.64% to 99.57%. The deviations of the method in the measurements of the dip angle and the dip direction, compared to the manual measurements, range from 1% to 4%, indicating strong agreement with the manual measurements and the existing studies.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/gumushane/14168Resmi atıflarda kullanılan kalıcı adres
Tam Kayıt
AlanDeğerDil
dc.contributor.authorGünen, Mehmet Akif
dc.contributor.authorÖztürk, Kaşif Furkan
dc.contributor.authorAliyazıcıoğlu, Şener
dc.date.accessioned2026-10-22T10:22:20.500516571Z
dc.date.available2026-10-22T10:22:20.500516571Z
dc.date.issued2025
dc.description.abstractMapping and evaluating rock mass discontinuities using point clouds is a critical task in mining, civil, and geological engineering. Rock discontinuities can significantly impact the integrity, strength, and stability of rock masses. The orientation of these discontinuities is also a key characteristic of the rock mass. Accurate orientation estimation from point clouds enables more precise predictions of rock mass behavior, leading to improved safety, more efficient excavation processes, reduced operational costs, and significant time savings. In this context, a supervised classification-based framework is proposed for calculating orientation parameters from point cloud. Supervised classification plays a crucial role in tasks where a model learns complex patterns from labeled data to accurately predict previously unseen instances. The proposed method consists of eight-steps, including: data collection, pre-processing (data filtering), adaptive neighborhood size selection (omnivariance-based), feature extraction (geometric features), feature selection (Minimum Redundancy Maximum Relevance method), classification (Support Vector Machine), clustering (connected component labeling), and plane fitting to calculate orientation parameters (dip angle and dip direction). The framework was applied to two real-world datasets and one synthetic dataset, which was tested in two different subsampled forms (random and uniform subsampling). The results statistically demonstrated that the technique was effective in detecting and characterizing rock mass discontinuities with high Accuracy, Recall, Precision, and F-Score values ranging from 94.64% to 99.57%. The deviations of the method in the measurements of the dip angle and the dip direction, compared to the manual measurements, range from 1% to 4%, indicating strong agreement with the manual measurements and the existing studies.
dc.identifier.articlenumber107987
dc.identifier.doi10.1016/j.enggeo.2025.107987
dc.identifier.eissn1872-6917
dc.identifier.issn0013-7952
dc.identifier.scopus2-s2.0-105000071855
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/14168
dc.identifier.volume350
dc.identifier.wosWOS:001449776500001
dc.language.isoen
dc.publisherElsevier B.V.
dc.relation.ispartofEngineering Geology
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectConnected component labeling
dc.subjectOrientation
dc.subjectPoint cloud
dc.subjectRock discontinuity
dc.subjectSupport vector machine
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.subject.otherEngineering geology
dc.subject.otherLabeled data
dc.subject.otherConnected component labeling
dc.subject.otherDip angle
dc.subject.otherOrientation
dc.subject.otherOrientation parameter
dc.subject.otherPoint-clouds
dc.subject.otherRock discontinuity
dc.subject.otherRock mass discontinuity
dc.subject.otherRock-mass
dc.subject.otherSupervised classification
dc.subject.otherSupport vectors machine
dc.subject.otherdata set
dc.subject.otherdiscontinuity
dc.subject.otherrock mass response
dc.subject.othersupport vector machine
dc.subject.otherSupport vector machines
dc.titleSupervised classification-based framework for rock mass discontinuity identification using point cloud data
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex26
rdl.citation.scopus25
rdl.citation.wos24
rdl.oa.statusgreen
rdl.oa.statuspreprint
rdl.oa.urlhttps://hdl.handle.net/20.500.12440/6507
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)