Stress-strain characteristics of cohesionless granular materials subjected to statically applied homogenous loads in an open system

Stress-strain characteristics of cohesionless granular materials subjected to statically applied homogenous loads in an open system

A general stress-strain relationship in incremental and invariant form is derived for sand on the basis of experimental evidence. The resulting expression does not include the yield condition but makes allowance for the direction of loading and the state of stress. Two new modified and dimensionles...

Full description

Bibliographic Details
Main Author: Bell, James Melvin
Format: Others
Published: 1965
Online Access:https://thesis.library.caltech.edu/1084/1/Bell_jm_1965.pdf
Bell, James Melvin (1965) Stress-strain characteristics of cohesionless granular materials subjected to statically applied homogenous loads in an open system. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/066B-HV20. https://resolver.caltech.edu/CaltechETD:etd-03242003-102726 <https://resolver.caltech.edu/CaltechETD:etd-03242003-102726>

Internet

https://thesis.library.caltech.edu/1084/1/Bell_jm_1965.pdf
Bell, James Melvin (1965) Stress-strain characteristics of cohesionless granular materials subjected to statically applied homogenous loads in an open system. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/066B-HV20. https://resolver.caltech.edu/CaltechETD:etd-03242003-102726 <https://resolver.caltech.edu/CaltechETD:etd-03242003-102726>

Similar Items