INVERSE METHOD FOR DETERMINING APPROXIMATE STRESS-STRAIN BEHAVIOR OF SOILS.

M. H. Farzin; R. B. Corotis; R. J. Krizek

doi:10.1520/jte10133j

INVERSE METHOD FOR DETERMINING APPROXIMATE STRESS-STRAIN BEHAVIOR OF SOILS.

M. H. Farzin^*, R. B. Corotis, R. J. Krizek

^*Corresponding author for this work

Civil and Environmental Engineering

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

Abstract

The soil modulus is stongly dependent on stress level and soil density; this means that the mathematical model for a soil mechanics problem should include the capability to vary the modulus at each discrete nodal point or element, and the specific modulus at a particular point for any given load increment should be dictated by the initial dry density of the soil at that point and the state of stress that exists prior to application of the load increment.

Original language	English (US)
Pages (from-to)	51-61
Number of pages	11
Journal	Journal of Testing and Evaluation
Volume	3
Issue number	1
DOIs	https://doi.org/10.1520/jte10133j
State	Published - 1975

ASJC Scopus subject areas

Materials Science(all)
Mechanics of Materials
Mechanical Engineering

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10.1520/jte10133j

Cite this

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title = "INVERSE METHOD FOR DETERMINING APPROXIMATE STRESS-STRAIN BEHAVIOR OF SOILS.",

abstract = "The soil modulus is stongly dependent on stress level and soil density; this means that the mathematical model for a soil mechanics problem should include the capability to vary the modulus at each discrete nodal point or element, and the specific modulus at a particular point for any given load increment should be dictated by the initial dry density of the soil at that point and the state of stress that exists prior to application of the load increment.",

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year = "1975",

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PY - 1975

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AB - The soil modulus is stongly dependent on stress level and soil density; this means that the mathematical model for a soil mechanics problem should include the capability to vary the modulus at each discrete nodal point or element, and the specific modulus at a particular point for any given load increment should be dictated by the initial dry density of the soil at that point and the state of stress that exists prior to application of the load increment.

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INVERSE METHOD FOR DETERMINING APPROXIMATE STRESS-STRAIN BEHAVIOR OF SOILS.

Abstract

ASJC Scopus subject areas

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