Research Article
Sep 1967
Foundation Rebound at Dos Amigos Pumping Plant
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 5
Abstract
In a deep excavation, the subsoils rebound or heave as a function of depth, soil properties, and environment. To date, foundation rebound cannot be predicted from laboratory tests with confidence. The construction of Dos Amigos Pumping Plant provided an opportunity to gain more knowledge about rebound from a deep excavation. Reference points were installed in the foundation soil prior to excavation so rebound could be measured during and after excavation. The measured rebound is compared to the calculated rebound based on laboratory tests. It was found that the measured total rebound compared favorably with the calculated rebound based on laboratory testing. However, if the calculated rebound is adjusted for time, the correlation is poor.
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 93 • Issue 5 • September 1967
Pages: 153 - 168
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Sep 1967
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
John P. Bara, M.ASCE
Superv. Civ. Engr., Soils Engrg. Branch, U. S. Bureau of ReclamatiOn, Denver, Colo.
Ronald R. Hill, AM.ASCE
Civ.Engr., Soils Engrg. Branch, U. S. Bureau of Reclamation, Denver, Colo.
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.