Discontinuities identification from rock outcrop using auto-encoder and point clouds
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.
Anahtar Kelimeler
- Scopus
- 10
- WoS
- 10
- OpenAlex
- 11
Tam Kayıt
| Alan | Değer | Dil |
|---|---|---|
| dc.contributor.author | Günen, Mehmet Akif | |
| dc.contributor.author | Aliyazıcıoğlu, Şener | |
| dc.date.accessioned | 2026-10-22T10:22:30.680285022Z | |
| dc.date.available | 2026-10-22T10:22:30.680285022Z | |
| dc.date.issued | 2025 | |
| dc.description.abstract | 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. | |
| dc.description.sponsorship | Gümüşhane Üniversitesi, GU, (F5118.04.03) | |
| dc.description.sponsorship | Gümüşhane Üniversitesi, GU | |
| dc.identifier.articlenumber | 418 | |
| dc.identifier.doi | 10.1007/s10064-025-04453-2 | |
| dc.identifier.eissn | 1435-9537 | |
| dc.identifier.issn | 1435-9529 | |
| dc.identifier.issue | 9 | |
| dc.identifier.scopus | 2-s2.0-105013553234 | |
| dc.identifier.uri | https://rdlopen.rawdatalibrary.net/r/gumushane/14283 | |
| dc.identifier.volume | 84 | |
| dc.identifier.wos | WOS:001552050900001 | |
| dc.language.iso | en | |
| dc.publisher | Springer Science and Business Media Deutschland GmbH | |
| dc.relation.ispartof | Bulletin of Engineering Geology and the Environment | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.subject | Auto-Encoder | |
| dc.subject | Dip / dip direction | |
| dc.subject | Point cloud | |
| dc.subject | Rock mass discontinuity | |
| dc.subject.classification | Engineering, Environmental | |
| dc.subject.classification | Engineering, Geological | |
| dc.subject.classification | Geosciences, Multidisciplinary | |
| dc.subject.classification | Engineering | |
| dc.subject.classification | Geology | |
| dc.subject.other | Cost effectiveness | |
| dc.subject.other | Hazards | |
| dc.subject.other | Parameter estimation | |
| dc.subject.other | Rock mechanics | |
| dc.subject.other | Rocks | |
| dc.subject.other | Signal encoding | |
| dc.subject.other | Auto encoders | |
| dc.subject.other | Case-studies | |
| dc.subject.other | Dip / dip direction | |
| dc.subject.other | Neighborhood size | |
| dc.subject.other | Orientation parameter | |
| dc.subject.other | Parameters estimation | |
| dc.subject.other | Point-clouds | |
| dc.subject.other | Rock mass discontinuity | |
| dc.subject.other | Rock slope | |
| dc.subject.other | Slope structure | |
| dc.subject.other | data management | |
| dc.subject.other | discontinuity | |
| dc.subject.other | least squares method | |
| dc.subject.other | outcrop | |
| dc.subject.other | pattern recognition | |
| dc.subject.other | rock mass response | |
| dc.subject.other | Least squares approximations | |
| dc.title | Discontinuities identification from rock outcrop using auto-encoder and point clouds | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| rdl.citation.openalex | 11 | |
| rdl.citation.scopus | 10 | |
| rdl.citation.wos | 10 | |
| rdl.oa.status | closed | |
| rdl.scopus.quartile | Q1 | |
| rdl.source.index | SCOPUS | |
| rdl.source.index | WOS | |
| rdl.wos.index | Science Citation Index Expanded (SCI-EXPANDED) |
