1g Model Tests with Foundations in Sand

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

Resumé

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
LandSydafrika
ByCape Town
Periode06/09/201008/09/2010
Internetadresse

Fingerprint

sands
gravitation

Emneord

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

Citer dette

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. 346). CRC Press.
Krabbenhøft, Sven ; Damkilde, Lars ; Clausen, Johan. / 1g Model Tests with Foundations in Sand. Advances and Trends in Structural Engineering, Mechanics and Computation. red. / Alphose Zingoni. CRC Press, 2010. s. 346
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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. CRC Press, s. 346, The Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010, Cape Town, Sydafrika, 06/09/2010.

1g Model Tests with Foundations in Sand. / Krabbenhøft, Sven; Damkilde, Lars; Clausen, Johan.

Advances and Trends in Structural Engineering, Mechanics and Computation. red. / Alphose Zingoni. CRC Press, 2010. s. 346.

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

TY - ABST

T1 - 1g Model Tests with Foundations in Sand

AU - Krabbenhøft, Sven

AU - Damkilde, Lars

AU - Clausen, Johan

PY - 2010

Y1 - 2010

N2 - 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 frictionangle 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.

AB - 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 frictionangle 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.

KW - Triaxial Friction

KW - Stress Levels

KW - Mohr-Coulomb

KW - Failure Criterions

KW - Strain Conditions

KW - Sand

KW - Triaxial Friction

KW - Stress Levels

KW - Mohr-Coulomb

KW - Failure Criterions

KW - Strain Conditions

KW - Sand

M3 - Conference abstract in proceeding

SN - 9780415584722

SP - 346

BT - Advances and Trends in Structural Engineering, Mechanics and Computation

A2 - Zingoni, Alphose

PB - CRC Press

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Krabbenhøft S, Damkilde L, Clausen J. 1g Model Tests with Foundations in Sand. I Zingoni A, red., Advances and Trends in Structural Engineering, Mechanics and Computation. CRC Press. 2010. s. 346