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

Estimating the deformation modulus of gravelly soils is a challenging task. The estimate of deformation modulus of cohessionless soils in general relies on availability of correlation between in situ test parameters and deformation modulus back-calculated from field results of pressure settlement re...

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Bibliographic Details
Main Authors: Marawan M. Shahien, Ahmed Farouk
Format: Article
Language:English
Published: Elsevier 2013-12-01
Series:Ain Shams Engineering Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2090447913000233