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Consolidation of a Soft Clay Composite: Experimental Results and Computational Estimates

A.P.S. Selvadurai1, H. Ghiabi2
Corresponding author. William Scott Professor and James McGill Professor. Department of Civil Engineering and Applied Mechanics, McGill University, 817 Sherbrooke Street West, Montreal, QC, Canada H3A 2K6 E-mail: patrick.selvadurai@mcgill.ca; Tel: +1 514 398 6672; fax:+1 514 398 7361
Doctoral student

Computer Modeling in Engineering & Sciences 2008, 23(1), 53-74. https://doi.org/10.3970/cmes.2008.023.053

Abstract

This paper deals with the problem of the consolidation of a composite consisting of alternate layers of soft clay and a granular material. A series of experiments were conducted on components to develop the constitutive models that can be implemented in a computational approach. The constitutive response of the soft clay is represented by a poro-elasto-plastic Cam clay-based model and the granular medium by an elasto-plastic model with a Drucker-Prager type failure criterion and a non-associated flow rule. The computational poro-elasto-plastic model is used to calibrate the experimental results derived from the one-dimensional tests and to establish the influence of the volume fractions and spatial arrangement of the soft clay and the granular material on the consolidation response. The computational developments are extended to examine certain idealized situations involving clay inclusions that are distributed within a granular medium in a regular arrangement.

Keywords

Soft clay, composite fill, poro-elasto-plastic geomaterials, clay lump, experimental study, computational modeling

Cite This Article

Selvadurai, A., Ghiabi, H. (2008). Consolidation of a Soft Clay Composite: Experimental Results and Computational Estimates. CMES-Computer Modeling in Engineering & Sciences, 23(1), 53–74.



This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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