posted on 2025-05-08, 15:00authored byE. Imre, L. Bates, S. Fityus
In some situations (e.g. non-monotonic initial pore water pressure distribution), an inflexion point does not appear in the total stress time curve of the dilatometer dissipation test. In the suggested evaluation method the total stress and some derived pore water pressures are evaluated separately as a function of two parameters and the solutions are matched. The problem of dilatometer dissipation test evaluation without the inflexion point information becomes solvable at the expense of greater numerical work. Some reliability criteria can be given on the basis of the pore water pressure data evaluation.
History
Source title
Computer Methods for Geomechanics: Frontiers and New Applications, Volume 1.
Name of conference
13th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG2011)
Location
Melbourne
Start date
2011-05-09
End date
2011-05-11
Pagination
495-501
Publisher
University of New South Wales (UNSW), Centre for Infrastructure Engineering and Safety (CIES)
Place published
Sydney
Language
en, English
College/Research Centre
Faculty of Engineering and Built Environment
School
ARC Centre of Excellence for Geotechnical Science and Engineering