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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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
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author Marawan M. Shahien
Ahmed Farouk
author_facet Marawan M. Shahien
Ahmed Farouk
author_sort Marawan M. Shahien
collection DOAJ
description 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 relationship based on plate load or footing load tests or observed settlement records. However, such a correlation is rare for gravelly soils. Even if it exists, the correlation is usually constrained with few limitations due to field testing problems associated with presence of gravel size particles. The aim of this paper is to develop a new correlation between deformation modulus of gravelly soils and results of dynamic cone penetration tests. The correlation relies on results of footing load tests carried out in a reclaimed site in Alexandria, Egypt, side by side to dynamic cone penetration tests. The developed correlation is reinforced by settlement records for structures on gravelly soils from literature.
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spelling doaj.art-c39ef041ce9944318a9f6a51c11f7c662022-12-21T18:41:59ZengElsevierAin Shams Engineering Journal2090-44792013-12-014463364010.1016/j.asej.2013.01.008Estimation of deformation modulus of gravelly soils using dynamic cone penetration testsMarawan M. ShahienAhmed FaroukEstimating 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 relationship based on plate load or footing load tests or observed settlement records. However, such a correlation is rare for gravelly soils. Even if it exists, the correlation is usually constrained with few limitations due to field testing problems associated with presence of gravel size particles. The aim of this paper is to develop a new correlation between deformation modulus of gravelly soils and results of dynamic cone penetration tests. The correlation relies on results of footing load tests carried out in a reclaimed site in Alexandria, Egypt, side by side to dynamic cone penetration tests. The developed correlation is reinforced by settlement records for structures on gravelly soils from literature.http://www.sciencedirect.com/science/article/pii/S2090447913000233Dynamic cone penetration testFooting Load TestStandard Penetration TestDeformation modulusGravelly soil
spellingShingle Marawan M. Shahien
Ahmed Farouk
Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
Ain Shams Engineering Journal
Dynamic cone penetration test
Footing Load Test
Standard Penetration Test
Deformation modulus
Gravelly soil
title Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
title_full Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
title_fullStr Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
title_full_unstemmed Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
title_short Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
title_sort estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
topic Dynamic cone penetration test
Footing Load Test
Standard Penetration Test
Deformation modulus
Gravelly soil
url http://www.sciencedirect.com/science/article/pii/S2090447913000233
work_keys_str_mv AT marawanmshahien estimationofdeformationmodulusofgravellysoilsusingdynamicconepenetrationtests
AT ahmedfarouk estimationofdeformationmodulusofgravellysoilsusingdynamicconepenetrationtests