White Rose University Consortium logo
University of Leeds logo University of Sheffield logo York University logo

Recent stress history effects in clays and associated improvements to the BRICK model

Tuxworth, Alexander J (2015) Recent stress history effects in clays and associated improvements to the BRICK model. PhD thesis, University of Sheffield.

Available under License Creative Commons Attribution-Noncommercial-No Derivative Works 2.0 UK: England & Wales.

Download (25Mb) | Preview


It is known that the stiffness of many soils is higher at small strains than at the large strains used in typical triaxial testing. Understanding this initial high stiffness and the factors affecting it is key to accurate displacement predictions. The recent stress history (RSH) effect describes how the stiffness degradation curve at small strains is affected by the immediately preceding stress path. The effect is usually described in terms of stress path rotation angle between an approach path and the shear probe upon which stiffness degradation is measured. The principle aim of the work was to investigate the relationship between the RSH effect, approach path length, and time dependent effects in more detail. A combination of physical testing and simulations with the BRICK constitutive model were used to achieve this. This has shown that in multistage testing the residual RSH effect from the first test increased the stiffness exhibited in the second, thus masking the natural behaviour. In addition the stress path rotation from consolidation to testing caused a stiffness reduction in the first test. This effect, newly termed recent consolidation history (RCH), was found to be degraded by the first test and so did not impact on the second. When allowance was made for these effects trends seen in the literature were supported. Due to the complex stress paths used in the physical testing, a number of improvements were required to the strain rate dependent (SRD) BRICK model to allow accurate simulations to be run. These included implementation of a bisecting iteration within the strain calculations, and a coordinate decent routine to allow creep and creep rupture to be modelled. The model was then used to simulate the physical tests to allow more insight into the interplay between the effects identified in the physical testing, ultimately supporting the conclusions drawn.

Item Type: Thesis (PhD)
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Civil and Structural Engineering (Sheffield)
Identification Number/EthosID: uk.bl.ethos.638983
Depositing User: Dr Alexander J Tuxworth
Date Deposited: 10 Mar 2015 14:31
Last Modified: 03 Oct 2016 12:09
URI: http://etheses.whiterose.ac.uk/id/eprint/8317

You do not need to contact us to get a copy of this thesis. Please use the 'Download' link(s) above to get a copy.
You can contact us about this thesis. If you need to make a general enquiry, please see the Contact us page.

Actions (repository staff only: login required)