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Challenges and solutions to model-scale testing for composite deep foundations and existing foundation enhancement
Date Issued
2007
Date Available
2010-07-07T15:45:46Z
Abstract
Laboratory testing for foundation design offers advantages over field-testing, especially, where existing installations preclude easy accessibility. Advantages include a homogeneous soil, ability to place instrumentation throughout the soil mass, and capacity to bring the system to failure, as well as control over the failure mechanism. Repeatability is also achievable. Laboratory work, however, has its own challenges. For model-scale work, a main impediment is scaling: strength, dimensions, and boundary conditions hinder accurate modeling of the soil and brings a difficulty in representing scaled foundations. This paper describes the construction-oriented solutions pioneered for meeting the geometric requirements of ⅛th scaled laboratory testing of composite deep foundations for existing foundation enhancement, including drilled shafts, helical piers, and grouting. Results of the testing program are included as verification of the usefulness of the techniques.
Sponsorship
Other funder
Other Sponsorship
Institute for Sustainable Development, University College Dublin
Type of Material
Conference Publication
Publisher
American Society of Civil Engineering (ASCE)
Series
Critical Infrastructure Group
Copyright (Published Version)
2007 ASCE
Subject – LCSH
Foundations--Design and construction
Foundations--Testing
Testing--Simulation methods
Web versions
Language
English
Status of Item
Peer reviewed
Journal
W. Camp, R. Castelli, D. F. Laefer, S. Paikowsky (eds.). Contemporary Issues in Deep Foundations (GSP 158). Part of Geo-Denver 2007: New Peaks in Geotechnics Proceedings of Sessions of Geo-Denver 2007 February 18–21, 2007, Denver, Colorado, USA
Conference Details
Geo-Denver 2007: New Peaks in Geotechnics, February 18–21, 2007, Denver, Colorado
This item is made available under a Creative Commons License
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38..pdf
Size
565.45 KB
Format
Adobe PDF
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