Numerical Study of the Bearing Behavior of Piled Rafts
Author: Reul Oliver | Size: 1.3 MB | Format: PDF | Quality: Original preprint | Publisher: International Journal of Geomechanics Vol. 4 Issue 2 | Year: 2004 | pages: 59-68 | ISBN: 1532-3641 1943-5622
Based on a numerical study by means of three-dimensional finite-element analysis, this paper discusses investigations of the bearing behavior of piled rafts in overconsolidated clay. It is shown that the interaction between piles and rafts is a major influence. The potential savings of an optimized foundation design are demonstrated for a simple example.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************