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Stress-strain relations for simple model of granular medium
Study of granular assemblage represented by model consisting of like spheres in contact arranged in simple cubic lattice; incremental stress-strain relations derived and integrated for certain types of loading, to yield total stress-strain relations; integration carried out for loading and unloading; criterion of failure for model; theory applied to regimen of loading, giving rise to plane state of stress.
Stress-strain relations for simple model of granular medium
Study of granular assemblage represented by model consisting of like spheres in contact arranged in simple cubic lattice; incremental stress-strain relations derived and integrated for certain types of loading, to yield total stress-strain relations; integration carried out for loading and unloading; criterion of failure for model; theory applied to regimen of loading, giving rise to plane state of stress.
Stress-strain relations for simple model of granular medium
Columbia Univ -- Dept Civil Eng -- Contract Nonr-266 (09)-Tech Report
Deresiewicz, H. (author)
1957
19 pages
Report
English
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