Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor

Historically shear strain function and complex shear modulus based on geophysical methods were based on empirical relationship between Seismic Cone Penetration Test (SCPT) and Cone Penetration Test (CPT) method. New geological concept namely CPI model have been developed and applied in mathematical...

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Main Author: Abdul, A.H.
Format: Article
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-eprints.25557 /
Published: GEOMATE International Society 2016
Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952918339&partnerID=40&md5=64be534727eca4213aaa30209c424894
http://eprints.utp.edu.my/25557/
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spelling utp-eprints.255572021-08-27T09:58:57Z Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor Abdul, A.H. Historically shear strain function and complex shear modulus based on geophysical methods were based on empirical relationship between Seismic Cone Penetration Test (SCPT) and Cone Penetration Test (CPT) method. New geological concept namely CPI model have been developed and applied in mathematical and engineering strains to study shear strain function. Modeling of the mathematical shear strain is done by halving the stratum index factor (SIF). The different types of responses of CPI model are discussed and classified based on numerical methods using degree of settlement and degree of consolidation. The results show that shear strain amplitude or mathematical shear strain is constant by using the modified CPI method where mathematical shear strain indicated is half of the stratum index factor and engineering shear strain indicated is equal to the stratum index factor. The other major al area. Last major finding involves the cyclic variation of Poisson Ratio which indicates the anisotropic properties of soft cohesive soil. © 2015, Int. J. of GEOMATE. All rights reserved. GEOMATE International Society 2016 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952918339&partnerID=40&md5=64be534727eca4213aaa30209c424894 Abdul, A.H. (2016) Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor. International Journal of GEOMATE, 10 (2). pp. 1730-1736. http://eprints.utp.edu.my/25557/
institution Universiti Teknologi Petronas
collection UTP Institutional Repository
description Historically shear strain function and complex shear modulus based on geophysical methods were based on empirical relationship between Seismic Cone Penetration Test (SCPT) and Cone Penetration Test (CPT) method. New geological concept namely CPI model have been developed and applied in mathematical and engineering strains to study shear strain function. Modeling of the mathematical shear strain is done by halving the stratum index factor (SIF). The different types of responses of CPI model are discussed and classified based on numerical methods using degree of settlement and degree of consolidation. The results show that shear strain amplitude or mathematical shear strain is constant by using the modified CPI method where mathematical shear strain indicated is half of the stratum index factor and engineering shear strain indicated is equal to the stratum index factor. The other major al area. Last major finding involves the cyclic variation of Poisson Ratio which indicates the anisotropic properties of soft cohesive soil. © 2015, Int. J. of GEOMATE. All rights reserved.
format Article
author Abdul, A.H.
spellingShingle Abdul, A.H.
Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
author_sort Abdul, A.H.
title Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
title_short Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
title_full Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
title_fullStr Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
title_full_unstemmed Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
title_sort development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
publisher GEOMATE International Society
publishDate 2016
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952918339&partnerID=40&md5=64be534727eca4213aaa30209c424894
http://eprints.utp.edu.my/25557/
_version_ 1741196993970044928
score 11.62408

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