Relationships Between Uniaxial and Biaxial Stresses and Strains in Geosynthetics-Reference-Cited by-同舟云学术

Relationships Between Uniaxial and Biaxial Stresses and Strains in Geosynthetics

Published:1995-01 Issue:2 Volume:2 Page:495-504
ISSN:1072-6349
Container-title:Geosynthetics International
language:en
Short-container-title:Geosynthetics International

Author:

Soderman K.L.¹,Giroud J.P.¹

Affiliation:

1. GeoSyntec Consultants, 621 N.W. 53rd Street, Suite 650, Boca Raton, Florida 33487, USA, Telephone: 1/407-995-0900, Telefax: 1/407-995-0925

Abstract

Theoretical relationships between tensile characteristics (i.e. modulus, yield stress and yield strain) of geosynthetics in uniaxial and biaxial states of stress are proposed. The use of the relationships is illustrated through practical applications which show that the tensile characteristics of geosynthetics vary greatly depending on the stress state.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/gein.2.0020

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