@inproceedings{Potts:2011,
author = {Potts, DM and Zdravkovic, L},
pages = {775--781},
title = {Application of partial factors of safety in numerical analysis of bearing capacity},
year = {2011}
}

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TY  - CPAPER
AB  - One of the issues that arise when using numerical analysis in accordance with Eurocode 7 is how to account for partial factors of safety on material strength. Namely, Eurocode 7 implies that strengths to be used in an analysis should be based on a design value, but reduced by partial factors. This can be done in two ways, but Eurocode 7 gives no guidance as to which one is more appropriate. This paper examines the application of partial factors of safety in a bearing capacity problem. Finite element analyses are performed using both a simple Tresca and a more advanced Modified Cam Clay models to represent soil behaviour, and both approaches for the application of partial factors of safety.
AU  - Potts,DM
AU  - Zdravkovic,L
EP  - 781
PY  - 2011///
SP  - 775
TI  - Application of partial factors of safety in numerical analysis of bearing capacity
ER  - 

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