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  5. Solutions for Model-Scale, Tied-Back Anchors and Sheet Pile Walls
 
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Solutions for Model-Scale, Tied-Back Anchors and Sheet Pile Walls

File(s)
FileDescriptionSizeFormat
Download model_tie_back.pdf1.92 MB
Author(s)
Laefer, Debra F. 
Uri
http://hdl.handle.net/10197/7667
Date Issued
26 February 2014
Date Available
08T08:41:55Z June 2016
Abstract
Scaled laboratory experiments are faster and less expensive than full-scale ones and do not rely upon possible uncertainties in the constitutive models necessary for numerical modeling. However, for 1-gravity (1g) pseudo-static testing, the main problem is obtaining geometrically appropriate materials whose strength and stiffness are sufficiently reduced compared with those of the prototype. Constructability can also pose major challenges. This paper introduces manufacturing, assembly, monitoring, and testing for tied-back anchors with a sheet pile wall for 1g testing.
Other Sponsorship
Schnabel Foundation Company
National Science Foundation
UIUC
Type of Material
Conference Publication
Publisher
American Society of Civil Engineers (ASCE)
Start Page
2578
End Page
2587
Copyright (Published Version)
2014 American Society of Civil Engineers (ASCE)
Keywords
  • Scaling

  • Tied-back anchor

  • Sheet pile wall

DOI
10.1061/9780784413272.249
Language
English
Status of Item
Peer reviewed
Part of
Abu-Farsakh, M; Yu, X. and Hoyos, L.R. Proceedings: Geo-Congress 2014 Technical Papers: Geo-Characterization and Modeling for Sustainability
Description
Geo-Congress 2014: Geo-Characterization and Modelling for Sustainability, Atlanta, Georgia, 23 - 26 February 2014
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
Owning collection
Civil Engineering Research Collection
Scopus© citations
2
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Feb 2, 2023
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