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Evaluation of dilatometer dissipation test data with no inflexion point

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conference contribution
posted on 2025-05-08, 15:00 authored by E. 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

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