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Predicting the geotechnical performance of Lisan Marl using finite element analysis, Dead Sea area

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Abstract

This paper investigates the changes in Lisan Marl properties upon leaching the soluble minerals and collapse potential. Finite element method was used to model dike construction and the relationships between soil parameters. To validate the chosen model and obtain the required input data, one dimensional oedometer and drained direct shear tests were carried out. The models were further validated by comparing the results with available published data. The results proved that the chosen model is efficient in assessing the geotechnical behavior of the studied soil.

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Acknowledgments

The authors would like to acknowledge Arab Potash Company, Jordan, represented by the General Manager and Dr. Mah.Tabbal for the permission to access the site and for logistical and financial support during the site visit. The contribution of Mr. Talal Abu Baker, the Partner and Manager of Triple Corporation, Jordan in site sampling is highly appreciated. Dr. Samir Jarbo efforts from JUST University, Jordan, Dr. Marit Pinkse Brommer and Mr. Tobias Pinkse Brommer from Royal Haskoning, Netherlands, are thanked for their tremendous efforts in text editing.

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Authors and Affiliations

  1. Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, 43600, Bangi, Selangor, Malaysia

    Ziad Mansour, Zamri Chik & Mohd Raihan Taha

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  1. Ziad Mansour
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  2. Zamri Chik
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  3. Mohd Raihan Taha
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Correspondence to Ziad Mansour.

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Mansour, Z., Chik, Z. & Taha, M.R. Predicting the geotechnical performance of Lisan Marl using finite element analysis, Dead Sea area. Nat Hazards 54, 931–947 (2010). https://doi.org/10.1007/s11069-010-9514-9

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  • DOI: https://doi.org/10.1007/s11069-010-9514-9

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