Cargando…

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...

Descripción completa

Detalles Bibliográficos
Autores principales: Azarafza, Mohammad, Hajialilue Bonab, Masoud, Derakhshani, Reza
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
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
_version_ 1784778973992976384
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
work_keys_str_mv AT azarafzamohammad anovelempiricalclassificationmethodforweakrockslopestabilityanalysis
AT hajialiluebonabmasoud anovelempiricalclassificationmethodforweakrockslopestabilityanalysis
AT derakhshanireza anovelempiricalclassificationmethodforweakrockslopestabilityanalysis
AT azarafzamohammad novelempiricalclassificationmethodforweakrockslopestabilityanalysis
AT hajialiluebonabmasoud novelempiricalclassificationmethodforweakrockslopestabilityanalysis
AT derakhshanireza novelempiricalclassificationmethodforweakrockslopestabilityanalysis