Research Article
Jul 1969
Pore Pressure Measurement in Saturated Stiff Soils
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 95, Issue 4
Abstract
Errors associated with the measurement of pore water pressures in saturated cemented soils during undrained triaxial shear are presented. Methods of modifying standard testing equipment to minimize these errors are described and experimentally evaluated. Replacing the null indicator with a pressure transducer of low compressibility and minimizing the volume of water in the pore water lines will reduce the error in measuring pore pressures from over 15% to less than 3%. Volume changes due to leakage and operation of the drainage valves can significantly alter the measured pore pressures. However, the volume changes can be minimized by enclosing the test specimens in thick rubber membranes and by using no-volume change ball type valves. In undrained triaxial compression at low consolidation pressures cemented soils create a film of water between the sample and membrane, and the lateral effective stress becomes zero.
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 4 • July 1969
Pages: 1063 - 1073
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jul 1969
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Anwar E. Z. Wissa, AM.ASCE
Asst. Prof. of Civ. Engrg., Massachusetts Institute of Technology, Cambridge, Mass.
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.
Cited by
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.