1g Model Tests with Foundations in Sand

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Abstrakt

This paper presents the results of a series 1g model tests with both a circular and a strip foundation on dense sand. The test results have been compared with the results from finite element calculations based on a non linear Mohr-Coulomb yield criterion taking into account the dependence of the magnitude of the friction
angle on the stress level at the instant of failure. Good agreement between test results and numerical calculations has been found.
OriginalsprogEngelsk
TitelAdvances and Trends in Structural Engineering, Mechanics and Computation
RedaktørerAlphose Zingoni
ForlagCRC Press
Publikationsdato2010
Sider1355-1358
ISBN (Trykt)9780415584722
ISBN (Elektronisk)9780415584722
StatusUdgivet - 2010
BegivenhedThe Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 - Cape Town, Sydafrika
Varighed: 6 sep. 20108 sep. 2010
Konferencens nummer: 4th
http://www.semc2010.uct.ac.za/

Konference

KonferenceThe Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
Nummer4th
LandSydafrika
ByCape Town
Periode06/09/201008/09/2010
Internetadresse

Citationsformater

Krabbenhøft, S., Damkilde, L., & Clausen, J. (2010). 1g Model Tests with Foundations in Sand. I A. Zingoni (red.), Advances and Trends in Structural Engineering, Mechanics and Computation (s. 1355-1358). CRC Press.