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    Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

    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

    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.

    Access

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    Check availability in my library
    Order at Subito €

    Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

    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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    Title:

    Constitutive Behaviour of Fine Grained Soils of Vijayawada Region

    Contributors:

    Narepalem, Sateesh (author) / Godavarthi, Venkata Rama Subba Rao (author)

    Published in:

    KSCE Journal of Civil Engineering ; 23 ; 2463-2470

    Publication date:

    2019-03-27

    Size:

    8 pages

    ISSN:

    1976-3808 , 1226-7988

    DOI:

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

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    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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