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A novel empirical classification method for weak rock slope stability analysis
This study presents a novel empirical classification system for stability analysis of rock slopes in weak rock based on their geotechnical and geological properties. For this purpose, consideration is given to the marly rock slopes, which include three main groups of weak rock (lime marlstone, marls...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9427792/ https://www.ncbi.nlm.nih.gov/pubmed/36042263 http://dx.doi.org/10.1038/s41598-022-19246-w |
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author | Azarafza, Mohammad Hajialilue Bonab, Masoud Derakhshani, Reza |
author_facet | Azarafza, Mohammad Hajialilue Bonab, Masoud Derakhshani, Reza |
author_sort | Azarafza, Mohammad |
collection | PubMed |
description | This study presents a novel empirical classification system for stability analysis of rock slopes in weak rock based on their geotechnical and geological properties. For this purpose, consideration is given to the marly rock slopes, which include three main groups of weak rock (lime marlstone, marlstone, and marly limestone). The 40 different slopes located in the South Pars special zone (Assalouyeh), southwest of Iran, are targeted in classification. To prepare comprehensive graphical stability charts for weak rocks, extensive field surveys, sampling, geotechnical laboratory tests, and ground measurements are conducted in slope sites. Using the findings of the study, empirical stability charts for slopes composed of weak materials were developed. The charts are associated with geotechnical indexes, geo-units’ weathering impact, and in-situ stress conditions. Using these graphical charts assists in investigating the stability condition of rock slopes and estimating the geotechnical characteristics of clay-based weak rocks such as marlstones. |
format | Online Article Text |
id | pubmed-9427792 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-94277922022-09-01 A novel empirical classification method for weak rock slope stability analysis Azarafza, Mohammad Hajialilue Bonab, Masoud Derakhshani, Reza Sci Rep Article This study presents a novel empirical classification system for stability analysis of rock slopes in weak rock based on their geotechnical and geological properties. For this purpose, consideration is given to the marly rock slopes, which include three main groups of weak rock (lime marlstone, marlstone, and marly limestone). The 40 different slopes located in the South Pars special zone (Assalouyeh), southwest of Iran, are targeted in classification. To prepare comprehensive graphical stability charts for weak rocks, extensive field surveys, sampling, geotechnical laboratory tests, and ground measurements are conducted in slope sites. Using the findings of the study, empirical stability charts for slopes composed of weak materials were developed. The charts are associated with geotechnical indexes, geo-units’ weathering impact, and in-situ stress conditions. Using these graphical charts assists in investigating the stability condition of rock slopes and estimating the geotechnical characteristics of clay-based weak rocks such as marlstones. Nature Publishing Group UK 2022-08-30 /pmc/articles/PMC9427792/ /pubmed/36042263 http://dx.doi.org/10.1038/s41598-022-19246-w Text en © The Author(s) 2022 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) . |
spellingShingle | Article Azarafza, Mohammad Hajialilue Bonab, Masoud Derakhshani, Reza A novel empirical classification method for weak rock slope stability analysis |
title | A novel empirical classification method for weak rock slope stability analysis |
title_full | A novel empirical classification method for weak rock slope stability analysis |
title_fullStr | A novel empirical classification method for weak rock slope stability analysis |
title_full_unstemmed | A novel empirical classification method for weak rock slope stability analysis |
title_short | A novel empirical classification method for weak rock slope stability analysis |
title_sort | novel empirical classification method for weak rock slope stability analysis |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9427792/ https://www.ncbi.nlm.nih.gov/pubmed/36042263 http://dx.doi.org/10.1038/s41598-022-19246-w |
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