Brief Report
Sep 1976
Uplift Capacity of Model Piles Under Oblique Loads
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 9
Abstract
Structures such as transmission towers and mooring systems for ocean surface or submerged platforms with pile foundations are subjected to uplifting forces. A limited amount of work is found in literature regarding the theoretical analysis and experimental determination of the uplift capacity of pile foundations in granular and cohesive soils. In a previous paper, two of the writers presented some experimental results for the vertical uplift capacity of rough model piles in loose granular soil. The present study is an extension of the aforementioned work to report some recent model test results for the resistance of rigid rough vertical piles subjected to oblique uplifting load in loose sand. A limited number of test results for similar type tests in dense sand have been reported by Meyerhof.
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 Geotechnical Engineering Division
Volume 102 • Issue 9 • September 1976
Pages: 1009 - 1013
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Sep 1976
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Braja M. Das, AM.ASCE
Dorairaja Raghu, M.ASCE
Gerald R. Seeley
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.