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Queen's University Belfast

Effects of anisotropy on the behaviour of unsaturated compacted clay

Abstract

dc:description.abstract

During the last two decades, a number of elasto plastic constitutive models have been proposed to model the behaviour of unsaturated soils. Many of the models were developed on the basis of the modified Cam Clay theory for saturated soils. However, the elasto-plastic models for unsaturated soils were validated based on the data obtained from samples prepared one dimensionally compacted into a compaction mould. This process inevitably generates a degree of anisotropy in the samples and additional complexity in the modelling techniques. Therefore, this thesis is aimed at examining the effects of anisotropy on the behaviour of unsaturated compacted clay.<br/><br/>As part of the research, a series of controlled suction and varying suction tests were carried out on unsaturated soil samples that have had an isotropic structure inherited from previous stress history. The samples were prepared using aggregated kaolin prepared at 25% moisture content and subsequently compressed isotropically in a large triaxial cell. The pressure required to compress the samples isotropically in the large triaxial cell was selected in such a way that it would give a specific volume of either 2.2 or 1.98, which is equivalent to the specific volume of the samples obtained from statically compressed kaolin in a one dimensional compaction mould with a vertical pressure of 400 kPa and 800 kPa respectively. The controlled suction tests were conducted in a newly de eloped twin-cell and double-walled stress path apparatus whereas the varying suction tests were conducted in a modified triaxial cell. In addition to this a series of mercur intrusion porosimetry tests, were also performed on isotropically compressed and statically compressed samples to evaluate the effects of pore size distribution on that behaviour of unsaturated soils.<br/>

Degree

thesis:*
Name dc:type.qualificationname
Doctor of Philosophy
Level dc:type.qualificationlevel
Doctoral Thesis
Grantor dc:publisher.institution
Queen's University Belfast
Year dc:date.issued
2006

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Sivakumar, Rajaradnam
Advisor dc:contributor.advisor
  • Sivakumar, Vinayagamoothy

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
oai:pure.qub.ac.uk/portal:studenttheses/2a0944b0-506f-4a4d-a21c-b25f847ae8f6
OAI identifier oai:identifier
oai:pure.qub.ac.uk/portal:studenttheses/2a0944b0-506f-4a4d-a21c-b25f847ae8f6

Chain of custody

source
Harvested from
Queen's University Belfast
Base URL
pureadmin.qub.ac.uk/ws/oai
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Sivakumar, Rajaradnam. Effects of anisotropy on the behaviour of unsaturated compacted clay. Doctoral Thesis thesis, Queen's University Belfast, 2006. https://pure.qub.ac.uk/en/studentTheses/2a0944b0-506f-4a4d-a21c-b25f847ae8f6