Uplift behaviour of helical anchors in clay
Author:
Affiliation:
1. Centre for Offshore Foundation Systems, The University of Western Australia, 35 Stirling Highway, Crawley, WA6009, Australia.
2. Centre for Geotechnical and Materials Modelling, The University of Newcastle, Callaghan, NSW2308, Australia.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2012-0350
Reference15 articles.
1. Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling
2. Influence of the installation process on the performance of suction embedded plate anchors
3. Rate effects on penetrometer resistance in kaolin
4. Strength Measurement for Near-Seabed Surface Soft Soil Using Manually Operated Miniature Full-Flow Penetrometer
5. Lutenegger, A.J., Smith, B.L., and Kabir, M.G. 1988. Use of in situ tests to predict uplift performance of multihelix anchors. Special Topics in Foundations. GSP 16. ASCE, New York. pp. 93–110.
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