Discontinuities identification from rock outcrop using auto-encoder and point clouds

MakaleYalnız künyeScopus SJRQ1

Özet

Rock slopes and geotechnical structures often exhibit discontinuity planes, which significantly influence their mechanical behavior and stability. The precise identification of these discontinuities is critical for ensuring the safety and cost-effectiveness of construction projects. However, previous methods are often limited by subjectivity, low automation, and challenges in inaccessible or hazardous environments. This study introduces a novel seven-step approach utilizing auto-encoders for estimating the orientation parameters of individual discontinuity sets from point cloud data. The steps include: data collection, filtering point clouds to eliminate outliers, determining neighborhood size, feature extraction, training a stacked auto-encoder for feature learning, estimating discontinuity sets using density-based clustering, and calculating individual discontinuities through the least squares method for orientation parameter estimation. In addition, the methodology incorporates a planarity-based approach for estimating neighborhood size. The statistical performance has been validated through evaluations in two real case studies and one synthetic case study. The classification achieves an accuracy exceeding 95%, highlighting the high efficacy of the approach. Results for orientation parameter estimation show consistency with existing methods and in situ measurements, with average orientation values for discontinuities within 5 degrees for individual sets. This framework represents a considerable advancement in rock discontinuity analysis, offering a robust and automated solution that is particularly effective in hazardous and hard-to-reach areas.

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https://rdlopen.rawdatalibrary.net/r/gumushane/14283Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s10064-025-04453-2Yayıncı resmi DOI adresi
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Scopus
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OpenAlex
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorGünen, Mehmet Akif
dc.contributor.authorAliyazıcıoğlu, Şener
dc.date.accessioned2026-10-22T10:22:30.680285022Z
dc.date.available2026-10-22T10:22:30.680285022Z
dc.date.issued2025
dc.description.abstractRock slopes and geotechnical structures often exhibit discontinuity planes, which significantly influence their mechanical behavior and stability. The precise identification of these discontinuities is critical for ensuring the safety and cost-effectiveness of construction projects. However, previous methods are often limited by subjectivity, low automation, and challenges in inaccessible or hazardous environments. This study introduces a novel seven-step approach utilizing auto-encoders for estimating the orientation parameters of individual discontinuity sets from point cloud data. The steps include: data collection, filtering point clouds to eliminate outliers, determining neighborhood size, feature extraction, training a stacked auto-encoder for feature learning, estimating discontinuity sets using density-based clustering, and calculating individual discontinuities through the least squares method for orientation parameter estimation. In addition, the methodology incorporates a planarity-based approach for estimating neighborhood size. The statistical performance has been validated through evaluations in two real case studies and one synthetic case study. The classification achieves an accuracy exceeding 95%, highlighting the high efficacy of the approach. Results for orientation parameter estimation show consistency with existing methods and in situ measurements, with average orientation values for discontinuities within 5 degrees for individual sets. This framework represents a considerable advancement in rock discontinuity analysis, offering a robust and automated solution that is particularly effective in hazardous and hard-to-reach areas.
dc.description.sponsorshipGümüşhane Üniversitesi, GU, (F5118.04.03)
dc.description.sponsorshipGümüşhane Üniversitesi, GU
dc.identifier.articlenumber418
dc.identifier.doi10.1007/s10064-025-04453-2
dc.identifier.eissn1435-9537
dc.identifier.issn1435-9529
dc.identifier.issue9
dc.identifier.scopus2-s2.0-105013553234
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/14283
dc.identifier.volume84
dc.identifier.wosWOS:001552050900001
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartofBulletin of Engineering Geology and the Environment
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAuto-Encoder
dc.subjectDip / dip direction
dc.subjectPoint cloud
dc.subjectRock mass discontinuity
dc.subject.classificationEngineering, Environmental
dc.subject.classificationEngineering, Geological
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationGeology
dc.subject.otherCost effectiveness
dc.subject.otherHazards
dc.subject.otherParameter estimation
dc.subject.otherRock mechanics
dc.subject.otherRocks
dc.subject.otherSignal encoding
dc.subject.otherAuto encoders
dc.subject.otherCase-studies
dc.subject.otherDip / dip direction
dc.subject.otherNeighborhood size
dc.subject.otherOrientation parameter
dc.subject.otherParameters estimation
dc.subject.otherPoint-clouds
dc.subject.otherRock mass discontinuity
dc.subject.otherRock slope
dc.subject.otherSlope structure
dc.subject.otherdata management
dc.subject.otherdiscontinuity
dc.subject.otherleast squares method
dc.subject.otheroutcrop
dc.subject.otherpattern recognition
dc.subject.otherrock mass response
dc.subject.otherLeast squares approximations
dc.titleDiscontinuities identification from rock outcrop using auto-encoder and point clouds
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex11
rdl.citation.scopus10
rdl.citation.wos10
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)