Research Article
Sep 1979
Measured Performance of Newtown Creek Culvert
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthors: Ernest T. Selig, M.ASCE, Richard W. Lautensleger, M.ASCE, and Charles W. Lockhart, AM.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 9
Abstract
Increasing use is being made of corrugated-metal buried structures for culverts and grade separations with spans exceeding 25 ft (7.63m). Recently developed analytical design procedures require validation from field performance measurements. To assist in evaluating the design concepts and the construction procedures, one such structure was instrumented as part of a highway project in Pennsylvania. The structure was a flexible, corrugated-steel arch with a 26-ft (7.93-m) span, 15-ft (4.57-m) rise and 23-ft (7-m) compacted soil cover. Soil extensometers, strain gages and stress gages were placed in the backfill at the side of and above the structure. Taping measurements using targets on the structure provided the deflection pattern. The measurements are presented in the paper in sufficient detail to be a useful case study for evaluation design procedures. The results are also briefly compared with predictions from the most commonly used, simplified design procedures.
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 105 • Issue 9 • September 1979
Pages: 1067 - 1087
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Sep 1979
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Ernest T. Selig, M.ASCE
Prof. of Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass
Richard W. Lautensleger, M.ASCE
Sr. Research Engr.; Armco Inc., Middletown, Ohio
Charles W. Lockhart, AM.ASCE
Geotechnical Engr., Golder Assoc., Inc., Seattle, Wash
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.