1g Model Tests with Foundations in Sand

Research output: Contribution to book/anthology/report/conference proceedingConference abstract in proceedingResearchpeer-review

Abstract

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.
Original languageEnglish
Title of host publicationAdvances and Trends in Structural Engineering, Mechanics and Computation
EditorsAlphose Zingoni
Number of pages1
PublisherCRC Press
Publication date2010
Pages346
Chapter20
ISBN (Print)9780415584722
Publication statusPublished - 2010
EventThe Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 - Cape Town, South Africa
Duration: 6 Sep 20108 Sep 2010
Conference number: 4th
http://www.semc2010.uct.ac.za/

Conference

ConferenceThe Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
Number4th
CountrySouth Africa
CityCape Town
Period06/09/201008/09/2010
Internet address

Keywords

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

Fingerprint Dive into the research topics of '1g Model Tests with Foundations in Sand'. Together they form a unique fingerprint.

  • Cite this

    Krabbenhøft, S., Damkilde, L., & Clausen, J. (2010). 1g Model Tests with Foundations in Sand. In A. Zingoni (Ed.), Advances and Trends in Structural Engineering, Mechanics and Computation (pp. 346). CRC Press.