posted on 2025-05-08, 18:26authored byJohn CarterJohn Carter, H. Sabetamal, M. Nazem, S. W. Sloan
Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil. While they consider only elasticity and small strains, they do allow a check on the concurrent wave transmission and consolidation processes.
History
Journal title
Acta Geotechnica
Volume
10
Issue
1
Pagination
173-178
Publisher
Springer
Language
en, English
College/Research Centre
Faculty of Engineering and Built Environment
School
ARC Centre of Excellence for Geotechnical Science and Engineering
Rights statement
This is a post-peer-review, pre-copyedit version of an article published in Acta Geotechnica. The final authenticated version is available online at: http://dx.doi.org/10.1007/s11440-014-0336-x.