Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests

(in lingua inglese)

Based on a review of available data and relationships in the literature, a new correlation is proposed between the Standard Penetration Tests blow count and that of the dynamic cone penetration tests. The results of footing load tests carried out on the reclaimed site of gravelly deposit are used to back calculate the deformation modulus and the unload–reload deformation modulus of the gravelly deposit. The results of the dynamic cone penetration tests that were carried out side by side to the footing load tests were interpreted and used to develop the intended correlation in this paper.

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Articolo Ain Shams Engineering Journal, 2013


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