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