Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay
Author:
Affiliation:
1. Institute of Geotechnical Engineering and Construction Management, Hamburg University of Technology, Harburger Schlossstrasse 20, D-21079 Hamburg, Germany.
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/t2012-085
Reference46 articles.
1. Acosta-Martinez, H.E., and Gourvenec, S.M. 2006. One-dimensional consolidation tests on kaolin clay. Centre for Offshore Foundation Systems, The University of Western Australia. Technical Report GEO: 06385.
2. Computational methods in Lagrangian and Eulerian hydrocodes
3. Contact in a multi-material Eulerian finite element formulation
4. Bearing capacity of plane-strain footings on layered soils
5. A natural compression law for soils (an advance on e–log p′)
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