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The characterization and exeprimental behaviour of Tunis soft clay are addressed. Further, the validation of HSM, SSM and Mohr Coulomb model are carried out in view prediction of the behaviour of infrastructure projects like tanks, embankment as for different types of foundations i.e. piles and reinforced soil by columns.

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This page is a summary of: Study of the Behavior of Tunis Soft Clay, July 2016, American Society of Civil Engineers (ASCE),
DOI: 10.1061/9780784480021.030.
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