Chapter
Apr 26, 2012
Pressuremeter Testing for Foundation Design
Publication: Art of Foundation Engineering Practice
Abstract
Over a period of 35 years, the author has used pressuremeter test data to predict bearing capacity and settlement of foundations supported on various types of deposits. It was observed that in cohesive soil deposits the bearing capacity predictions using the pressuremeter frequently did not agree with the predictions based upon conventionally obtained soil properties. Some of this difference can be attributed to obtaining in-situ versus laboratory test parameters. Based primarily on interpretation of the pressuremeter test data rather than solely on theory, a correlation has been developed for prediction of the undrained shear strength of cohesive soils. Using this empirically derived shear strength, the prediction of bearing capacity for high rise buildings supported on overconsolidated cohesive soils by the pressuremeter formula and conventional soil procedures were found to be in close agreement. In soft clay soils, the empirically derived shear strength agrees reasonably well with the measured shear strength based upon vane shear tests
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Robert G. Lukas
M.ASCE
Consultant, Ground Engineering Consultants, Inc. Northbrook, Illinois 60062
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.