- Title
- Large strain coupled analysis of geotechnical problems using high-order elements
- Creator
- Kardani, M.; Nazem, M.; Carter, J. P.; Abbo, A. J.
- Relation
- Australian Geomechanics Journal Vol. 49, Issue 4, p. 167-174
- Relation
- http://australiangeomechanics.org/journal
- Publisher
- Australian Geomechanics Society
- Resource Type
- journal article
- Date
- 2014
- Description
- In this paper high-order triangular elements are implemented in the framework of the Arbitrary Lagrangian-Eulerian method for the analysis of large strain coupled consolidation problems in geomechanics. The theory of coupled consolidation, as well as details of the high-order elements, including quadratic (6-noded), cubic (10-noded), quartic (15-noded) and quantic (21-noded) elements, are discussed. The accuracy and the efficiency of high-order elements in the analysis of undrained problems are presented by solving two classical geomechanics problems. These include the bearing capacity of soil under a footing and the large deformation analysis of a vertical cut subjected to a surcharge loading. Based on the numerical results, it is shown that high-order elements not only improve the accuracy of the solution, but can also significantly decrease the required computational time.
- Subject
- geomechanics; high-order elements; soil; Langrangian-Eulerian method
- Identifier
- http://hdl.handle.net/1959.13/1293664
- Identifier
- uon:18649
- Identifier
- ISSN:0818-9110
- Language
- eng
- Reviewed
- Hits: 4166
- Visitors: 4609
- Downloads: 0