Research Article
Jan 1964
Shearing Resistance of Soils as a Rate Process
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 90, Issue 1
Abstract
An expression relating compressive resistance of soils to effective stresses, soil structure, rate of strain, temperature, and frictional and cohesive soil properties is derived using rate process theory, which is based on statistical mechanics concepts. The resulting expression reduces to a form analogous to the Coulomb equation, under conditions of constant structure, strain rate and temperature. Computation of the compressive resistance of hypothetical soils for which reasonable assumptions are made for unknown parameters yield results of the proper order of magnitude. Test data on the effects of rate of strain, temperature and structure show behavior in accord with the theory. It is demonstrated that the number of interparticle contacts per unit area of soil cross section is the most important single factor influencing cohesion, and it is shown why cohesion is only of importance in clay soils.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 90 • Issue 1 • January 1964
Pages: 29 - 61
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Jan 1964
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
James K. Mitchell, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.