Table of Contents Author Guidelines Submit a Manuscript
Advances in Civil Engineering
Volume 2012, Article ID 947276, 10 pages
http://dx.doi.org/10.1155/2012/947276
Research Article

The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope

1Esbjerg Institute of Technology, Aalborg University, Niels Bohrs Vej 8, 6700 Esbjerg, Denmark
2Department of Civil Engineering, Aalborg University, Sohngaardholmsvej 57, 9000 Aalborg, Denmark

Received 7 September 2011; Revised 14 November 2011; Accepted 16 November 2011

Academic Editor: Jianqiao Ye

Copyright © 2012 Sven Krabbenhoft et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to Cite this Article

Sven Krabbenhoft, Johan Clausen, and Lars Damkilde, “The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope,” Advances in Civil Engineering, vol. 2012, Article ID 947276, 10 pages, 2012. https://doi.org/10.1155/2012/947276.