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 |
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Elsevier
2013-12-01
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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. |
first_indexed | 2024-12-22T02:26:41Z |
format | Article |
id | doaj.art-c39ef041ce9944318a9f6a51c11f7c66 |
institution | Directory Open Access Journal |
issn | 2090-4479 |
language | English |
last_indexed | 2024-12-22T02:26:41Z |
publishDate | 2013-12-01 |
publisher | Elsevier |
record_format | Article |
series | Ain Shams Engineering Journal |
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 |