A major problem with engineering in remote and undeveloped parts of the world is the scarcity of relevant ground engineering and environmental data. A number of onshore exploration facilities comprising large heavily loaded rafts and extensive earthwork structures are constructed on the limestone terrain of eastern Jordan desert. The weathered limestone bands underlying the project site are interbedded with layers and pockets of high-porosity gypsum, which are underrepresented in the geological publications for the area. This paper describes how the understanding of the geological history of the site can influence the way in which the associated ground risks are managed. It further discusses the excavatability and suitability of site-won fill material for reuse, describing how the environmental sustainability and resilience of the infrastructure were engineered into the solution.
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February 2018
Editors
Research Article|
October 24 2017
Managing ground risks and infrastructure resilience in remote areas
Changiz Roohnavaz, BSc, CEng, FICE, FGS, RoGEP;
Changiz Roohnavaz, BSc, CEng, FICE, FGS, RoGEP
UK Registered Ground Engineering Advisor; Project Director
Mott MacDonald Ltd, Croydon, UK (corresponding author: changiz.roohnavaz@mottmac.com)
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Katie A. McInnes, MSc, CGeol, FGS, RoGEP;
Katie A. McInnes, MSc, CGeol, FGS, RoGEP
UK Registered Ground Engineering Professional; Engineering Geologist
Mott MacDonald Ltd, Croydon, UK
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John H. Thomas, MEng, EngD, CEng, MICE
John H. Thomas, MEng, EngD, CEng, MICE
Geotechnical Engineer
Formerly Mott MacDonald Ltd, Croydon, UK
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Publisher: Emerald Publishing
Received:
September 19 2016
Accepted:
August 30 2017
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2018) 171 (1): 78–92.
Article history
Received:
September 19 2016
Accepted:
August 30 2017
Citation
Roohnavaz C, McInnes KA, Thomas JH (2018), "Managing ground risks and infrastructure resilience in remote areas". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 171 No. 1 pp. 78–92, doi: https://doi.org/10.1680/jgeen.16.00172
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