Brief Report
Mar 1969
Pore Pressure Equation for Anisotropic Clays
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 95, Issue 2
Abstract
Since the Terzaghi effective stress principle is well established as a convenient basis for expressing the stress-strain and strength response of soils, it is desirable to be able to relate in equation form the magnitude of the induced excess pore pressure, Δu, to a change in total stress, Δσ. This note proposes an equation which relates induced pore pressures to changes in total stresses for anisotropic, saturated, normally consolidated clays.
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 95 • Issue 2 • March 1969
Pages: 719 - 724
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Mar 1969
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Wallace H. Baker, AM.ASCE
General Manager, Soil Testing Española, S.A., Madrid, spain
Raymond J. Krizek, AM.ASCE
Assoc. Prof. of civ. Engrg., The Technological Institute, Northwestern Univ., Evanston, Ill.
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.