Session 01: Case Histories of Unexpected Behavior and Failure of Shallow, Deep and Other Foundations
Location
Arlington, Virginia
Date
13 Aug 2008, 5:15pm - 6:45pm
Abstract
In this paper the results of experimental and numerical researches of sand deformation in the basis of a rigid stamp loaded with central and eccentric loads in conditions of a plane and 3D space problem are shown. The numerical solution of a problem is executed with use of programs ANSYS, LS-DYNA and models of soil Drucker-Prager and Сар. The movement equations solution is executed with use of Arbitrary Lagrangian-Eulerian (ALE) method that has allowed to solve a problem at large deformations, even for the sandy basis stability loss.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
6th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2008 Missouri University of Science and Technology, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Boldyrev, G. G. and Muyzemnek, A. J., "The Modeling of Deformation Process in Soils With Use of Ansys and Ls-Dyna Programs" (2008). International Conference on Case Histories in Geotechnical Engineering. 37.
https://scholarsmine.mst.edu/icchge/6icchge/session_01/37
The Modeling of Deformation Process in Soils With Use of Ansys and Ls-Dyna Programs
Arlington, Virginia
In this paper the results of experimental and numerical researches of sand deformation in the basis of a rigid stamp loaded with central and eccentric loads in conditions of a plane and 3D space problem are shown. The numerical solution of a problem is executed with use of programs ANSYS, LS-DYNA and models of soil Drucker-Prager and Сар. The movement equations solution is executed with use of Arbitrary Lagrangian-Eulerian (ALE) method that has allowed to solve a problem at large deformations, even for the sandy basis stability loss.
