Forlati, G. and Shepley, P. (2021) Tensile response and fracturing process in moderate and high plasticity clays. Canadian Geotechnical Journal, 58 (3). pp. 317-327. ISSN 0008-3674
Abstract
Sinkholes in clay soils can be considered as the collapse of a soil layer previously bridging a void. Here, flexural deformation in the clay drives the formation of tensile cracks from the lowest surface of the layer and the consequent soil collapse is from crack propagation. Considering a simplified model of the sinkhole geometry, this paper aims to describe the tensile and fracture behaviour of clay soils with different plasticity indices. Speswhite kaolin, London and Durham clays were tested using direct tensile and bending tests. Moderate and high plasticity clays showed a nonlinear fracture response with increasing moisture content, while low plasticity clays demonstrated a linear response. Bending tests confirmed the importance of the moisture content while the plasticity index confirmed the difference in ductile or fragile collapse for fracture propagation. To assess the results, Elasto-Plastic Fracture Mechanics (EPFM) theory was applied to clays with appropriate modifications. The analysis demonstrated that EPFM theory provides a good baseline for predicting tensile fracture behaviour in clay soils which can be extended in future research.
Metadata
Item Type: | Article |
---|---|
Authors/Creators: |
|
Copyright, Publisher and Additional Information: | © 2020 The Authors. This is an author-produced version of a paper subsequently published in Canadian Geotechnical Journal. Uploaded in accordance with the publisher's self-archiving policy. |
Keywords: | Clay; tensile; fracture; moisture content; strength; sinkholes |
Dates: |
|
Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 18 Jun 2020 07:57 |
Last Modified: | 04 Nov 2021 15:48 |
Status: | Published |
Publisher: | Canadian Science Publishing |
Refereed: | Yes |
Identification Number: | 10.1139/cgj-2019-0082 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:162023 |