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Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

Narepalem, Sateesh / Godavarthi, Venkata Rama Subba Rao

Abstract A comprehensive study was carried out to examine the suitability of hyperbolic model to establish undrained stress-strain (σ-ε) response of cohesive soils of Vijayawada region, India. The majority of locations in this region covered with cohesive soils. Standard penetration test (SPT) is the most commonly used in-situ test conducted as a part of geotechnical investigation in this region. In this paper a simplified hyperbolic model was proposed to evaluate the σ-ε curve in terms of SPT value (N value). The present study aims on predicting undrained shear strength/undrained cohesive strength (Cu) and elastic modulus (E) from N value. Empirical correlations would permit consulting engineers to rapidly estimate Cu and E using N value.

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Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

Narepalem, Sateesh / Godavarthi, Venkata Rama Subba Rao

Abstract A comprehensive study was carried out to examine the suitability of hyperbolic model to establish undrained stress-strain (σ-ε) response of cohesive soils of Vijayawada region, India. The majority of locations in this region covered with cohesive soils. Standard penetration test (SPT) is the most commonly used in-situ test conducted as a part of geotechnical investigation in this region. In this paper a simplified hyperbolic model was proposed to evaluate the σ-ε curve in terms of SPT value (N value). The present study aims on predicting undrained shear strength/undrained cohesive strength (Cu) and elastic modulus (E) from N value. Empirical correlations would permit consulting engineers to rapidly estimate Cu and E using N value.

Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

Narepalem, Sateesh / Godavarthi, Venkata Rama Subba Rao

Abstract A comprehensive study was carried out to examine the suitability of hyperbolic model to establish undrained stress-strain (σ-ε) response of cohesive soils of Vijayawada region, India. The majority of locations in this region covered with cohesive soils. Standard penetration test (SPT) is the most commonly used in-situ test conducted as a part of geotechnical investigation in this region. In this paper a simplified hyperbolic model was proposed to evaluate the σ-ε curve in terms of SPT value (N value). The present study aims on predicting undrained shear strength/undrained cohesive strength (Cu) and elastic modulus (E) from N value. Empirical correlations would permit consulting engineers to rapidly estimate Cu and E using N value.

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Titel:

Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

Beteiligte:

Narepalem, Sateesh (Autor:in) / Godavarthi, Venkata Rama Subba Rao (Autor:in)

Erschienen in:

KSCE Journal of Civil Engineering ; 23 ; 2463-2470

Erscheinungsdatum:

27.03.2019

Format / Umfang:

8 pages

ISSN:

1976-3808 , 1226-7988

DOI:

https://doi.org/10.1007/s12205-019-0699-5

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

cohesive soils , stress-strain , hyperbolic model , n value , undrained cohesion , elastic modulus Engineering , Civil Engineering , Industrial Pollution Prevention , Geotechnical Engineering & Applied Earth Sciences

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