Geospatial-based approach for susceptibility assessment of expansive soils using a new multicriteria classification model-Reference-Cited by-同舟云学术

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Geospatial-based approach for susceptibility assessment of expansive soils using a new multicriteria classification model

Published:2022-12 Issue:23 Volume:15 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Djellali Adel^ORCID,Sarker Debojit,Benghazi Zied,Rais Khaled

Funder

Ministère de l’Enseignement Supérieur, de la Recherche Scientifique et des Technologies de l'Information et de la Communication

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-022-11024-2.pdf

Reference72 articles.

1. Achour Y, Boumezbeur A, Hadji R, Chouabbi A, Cavaleiro V, Bendaoud EA (2017) Landslide susceptibility mapping using analytic hierarchy process and information value methods along a highway road section in Constantine, Algeria. Arab J Geosci 10. https://doi.org/10.1007/s12517-017-2980-6

2. Adam J, Saleh S, Olowosulu AT et al (2018) Mapping of soil properties using geographical information system (GIS ): a case study of Hassan Usman Katsina Polytechnic. Open J Civ Eng 8:544–554. https://doi.org/10.4236/ojce.2018.84039

3. Al-Mukhtar M, Lasledj A, Alcover JF (2010) Behaviour and mineralogy changes in lime-treated expansive soil at 20° C. Appl Clay Sci 50:191–198

4. Allo OJ, Ayolabi EA, Oladele S (2019) Investigation of near-surface structures using seismic refraction and multi-channel analysis of surface waves methods — a case study of the University of Lagos main campus. Arab J Geosci 12:257. https://doi.org/10.1007/s12517-019-4397-x

5. Anis Z, Wissem G, Riheb H et al (2019) Effects of clay properties in the landslides genesis in flysch massif: case study of Aïn Draham, North Western Tunisia. J African Earth Sci 151:146–152. https://doi.org/10.1016/j.jafrearsci.2018.12.005

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