SAND DEFORMATION UNDER PROPORTIONAL LOADING.

D. Negussey; Y. P. Vaid

doi:10.1139/t86-025

SAND DEFORMATION UNDER PROPORTIONAL LOADING.

D. Negussey, Y. P. Vaid

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

A fundamental experimental study of sand behavior under low stress ratio proportional loading wherein all strain components are contractant is presented. Experimentally observed behavior under stress conditions of the triaxial test led to a coherent framework for representing proportional loading stress-strain response. The stress-strain relationship formulated incorporates relative density as an inherent independent state variable and does not require appeal to material isotropy.

Original language	English (US)
Pages (from-to)	155-163
Number of pages	9
Journal	Canadian geotechnical journal
Volume	23
Issue number	2
DOIs	https://doi.org/10.1139/t86-025
State	Published - 1986
Externally published	Yes

ASJC Scopus subject areas

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology

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10.1139/t86-025

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title = "SAND DEFORMATION UNDER PROPORTIONAL LOADING.",

abstract = "A fundamental experimental study of sand behavior under low stress ratio proportional loading wherein all strain components are contractant is presented. Experimentally observed behavior under stress conditions of the triaxial test led to a coherent framework for representing proportional loading stress-strain response. The stress-strain relationship formulated incorporates relative density as an inherent independent state variable and does not require appeal to material isotropy.",

author = "D. Negussey and Vaid, {Y. P.}",

year = "1986",

doi = "10.1139/t86-025",

language = "English (US)",

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AB - A fundamental experimental study of sand behavior under low stress ratio proportional loading wherein all strain components are contractant is presented. Experimentally observed behavior under stress conditions of the triaxial test led to a coherent framework for representing proportional loading stress-strain response. The stress-strain relationship formulated incorporates relative density as an inherent independent state variable and does not require appeal to material isotropy.

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DO - 10.1139/t86-025

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AN - SCOPUS:0022717426

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JO - Canadian geotechnical journal

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SAND DEFORMATION UNDER PROPORTIONAL LOADING.

Abstract

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