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Geotechnical identification of soil deposits and clay sensitivity evaluation: A case study from East Algeria

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This article provides an overview of a comprehensive study conducted in the Tebessa region of Algeria to identify and characterize sensitive soils susceptible to swelling. This phenomenon poses significant challenges to construction activities and infrastructure development in the area. The study employed a multidisciplinary approach, combining geotechnical and mineralogical analyses to understand the behavior of sensitive soils in the region. Geotechnical investigations involved laboratory identification tests, including Atterberg limits, grain size analysis, methylene blue value, sedimentometry, as well as mechanical tests: oedometer swelling and compressibility tests. Additionally, over 110 boreholes in four sectors were drilled in order to collect soil samples for the analysis. Classification of the studied soils was performed based on grain size distribution, Atterberg limits, and geotechnical properties, utilizing classification systems like LPC and GTR. Results indicated that the sensitive soils in the Tebessa region predominantly belonged to highly plastic clayey categories, exhibiting medium to extremely high swelling potential. Mineralogical analysis through X-ray diffraction provided insights into the composition of the clay fraction, with a focus on identifying swelling clay minerals, such as smectites. The study identified a significant presence of smectites in the soil samples, which are known for their high swelling potential. Integrating geotechnical and mineralogical analyses allows engineers to correlate mineral compositions with soil behaviors such as compaction, consolidation, and shear strength. This correlation predicts how the soil will respond to engineering activities such as construction and slope stability. In the Tebessa region, this integration improves the understanding of clayey soil behavior, aiding informed decisions for sustainable development and resilient infrastructure.
Rocznik
Tom
Strony
21--33
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
Twórcy
autor
  • Mohamed-Cherif Messaadia University, Souk Ahras, Algeria
  • Department of Mines and Geotechnology, Mining Institute, Larbi Tebessi University, Tebessa, Algeria
  • Department of Geology, University of Larbi Ben M’hidi, Oum El Bouaghi; Larbi Tebessi University, Tebessa, Algeria
Bibliografia
  • Badenhorst W.S. 2017. An Investigation into Current Procedures for Estimating Heave Potential in Clays. Doctoral dissertation, Bloemfontein: Central University of Technology, Free State.
  • Bencharef M.H., Boubaya D., Aboud E., Ayfer S. 2022. Role of an advanced gravity data analysis in improving the geologic understanding of the northern Tebessa region, Northeastern Algeria, Journal of African Earth Sciences, 196, 104693. https://doi.org/10.1016/j.jafrearsci.2022.104693
  • Berrah Y., Boumezbeur A., Kherici N., Charef N. 2018. Application of dimensional analysis and regression tools to estimate swell pressure of expansive soil in Tebessa (Algeria). Bulletin of Engineering Geology and the Environment, 77, 1155–1165.
  • Berrah Y., Boumezbeur A., Charef N., Brahmi S. 2020. Design of experiments (DOE) techniques to predict swelling pressure of expansive soils in tebessa (Algeria). CIGOS 2019, Innovation for Sustainable Infrastructure: Proceedings of the 5th International Conference on Geotechnics, Civil Engineering Works and Structures. Springer, Singapore, 823–828.
  • Berrah Y., Brahmi S., Charef N., Boumezbeur A. 2021. Swelling Clay Parameters Investigation Using Design of Experiments. A Case Study. Engineering Geology, 93.
  • Bobei D.C., Locks J. 2013. Characterization of Sensitive Soft Soils for the Waterview Connection Project, New Zealand. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris.
  • Deshmukh V.V., Ray S.K., Bhattacharyya T., Tamboli B.D., Bagwan I.R., Kadam J.R. 2012. Morphological, physico-chemical and mineralogical characteristics of some shrink-swell soils of Maharashtra. Indian Journal of Dryland Agricultural Research and Development, 27(2), 63–68.
  • Hamad A., Hadji R., Boubaya D., Brahmi S., Baali F., Legrioui R., ... Hamed Y. 2021. Integrating gravity data for structural investigation of the Youkous-Tebessa and Foussana-Talah transboundary basins (North Africa). Euro-Mediterranean Journal for Environmental Integration, 6, 1–11.
  • Hamed Y., Hadji R., Ncibi K., Hamad A., Ben Saad A., Melki A., ... Mustafa E. 2022. Modelling of potential groundwater artificial recharge in the transboundary Algero‐Tunisian Basin (Tebessa‐Gafsa): The application of stable isotopes and hydroinformatics tools. Irrigation and Drainage, 71(1), 137–156.
  • Hamed Y., Houda B., Ahmed M. et al. 2023. North Western Sahara aquifer system hydrothermal and petroleum reservoirs dynamics: a comprehensive overview. Arab. J. Geosci., 16, 247. https://doi.org/10.1007/s12517-023-11324-1
  • Holtz W.G., Gibbs H.J. 1956. Engineering properties of expansive clays. Transactions, ASCE, 121, 641–677.
  • Ibtissam B., Abderrahmane B., Chemseddine F. 2023. Unsaturated soil slope properties and shallow landslides development in Souk Ahras area, NE, Algeria. Arab. J. Geosci., 16, 270. https://doi.org/10.1007/s12517-023-11277-5
  • Lambe T.W. 1960. The character and identification of expansive soils. Federal Housing Administration. Report No. 701. US Government Printing Office, Washington, DC.
  • Mihi A., Ghazela R. Wissal D. 2022. Mapping potential desertification-prone areas in NorthEastern Algeria using logistic regression model, GIS, and remote sensing techniques. Environ. Earth Sci., 81, 385. https://doi.org/10.1007/s12665-022-10513-7
  • Nelson J., Miller D.J. 1997. Expansive soils: problems and practice in foundation and pavement engineering. John Wiley & Sons.
  • Ofer Z., Blight G. 1985. Measurement of swelling pressure in the laboratory and in situ. Transportation Research Record, 1032, 15–22.
  • Soltani A. 2018. Mechanical behavior of tire rubber – reinforced expansive soils. Doctoral dissertation.
  • Taib H., Benabbas C., Khiari A., Hadji R., Haythem D. 2022. Geomatics-based assessment of the Neotectonic landscape evolution along the Tebessa-Morsott-Youkous collapsed basin, Algeria. Geomatics, Landmanagement and Landscape, 3.
  • Tamani F., Hadji R., Hamad A. et al. 2019. Integrating Remotely Sensed and GIS Data for the Detailed Geological Mapping in Semi-Arid Regions: Case of Youks les Bains Area, Tebessa Province, NE Algeria. Geotech. Geol. Eng., 37, 2903–2913. https://doi.org/10.1007/s10706- 019-00807-2
  • Thorez J. 1976. Practical Identification of Clay Minerals. A Handbook for Teachers and Students in Clay Mineralogy, ed. G. Lelotte. Dison, Belgium.
  • Wilson M.J., Wilson L. 2014. Clay mineralogy and shale instability: an alternative conceptual analysis. Clay Minerals, 49(2), 127–145.
  • Wroth C.P., Wood D.M. 1978. The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15(2), 137–145.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2f1aef6b-7290-406c-8574-bcfd61fcfe61
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