Research Article
May 1965
Tolerance of Structures to Settlement
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 91, Issue 3
Abstract
The study is limited to structural distress caused by the settlement of the foundation. A summary of conclusions and warnings found in the literature indicates little disagreement on the range of settlement needed to harm a structure. Some previous studies have resulted in empirical rules for correlating angle of slope between adjacent supports and the incidence of cracking. Similar rules are found in the building standards of the USSR. The conclusion is drawn that considerably more observational data is needed to permit formulation of rules to fix the limits of settlement and of slope resulting from differential settlement, but the rate of settlement as well as the type of structure have important effects on any such rules. A bibliography of pertinent literature is given.
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 91 • Issue 3 • May 1965
Pages: 63 - 78
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: May 1965
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Jacob Feld, F.ASCE
Cons. Engr., New York, N. Y.
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.