1g Model Tests with Foundations in Sand

Sven Krabbenhøft, Lars Damkilde, Johan Clausen

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceabstrakt i proceedingForskningpeer review

Abstrakt

The main purpose of the present project is to show, that by using a non linear Mohr-Coulomb failure criterion, which takes into account the fact that the friction
angle is dependent upon the stress level one can obtain results from theoretical calculations, which are in very good accordance with the equivalent results from single gravity model tests.
OriginalsprogEngelsk
TitelAdvances and Trends in Structural Engineering, Mechanics and Computation
RedaktørerAlphose Zingoni
Antal sider1
ForlagCRC Press
Publikationsdato2010
Sider346
Kapitel20
ISBN (Trykt)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
Land/OmrådeSydafrika
ByCape Town
Periode06/09/201008/09/2010
Internetadresse

Emneord

  • Triaxial Friction
  • Stress Levels
  • Mohr-Coulomb
  • Failure Criterions
  • Strain Conditions
  • Sand

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