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Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions

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Pan, Xiaodong, Tong, Junhao, Guo, Lin, Wu, Tingyu, Yuan, Zonghao and Sun, Honglei (2022) Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Soil Dynamics and Earthquake Engineering, 154 . 107159. doi:10.1016/j.soildyn.2022.107159 ISSN 0267-7261.

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Official URL: http://dx.doi.org/10.1016/j.soildyn.2022.107159

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Abstract

Subgrade clay in regions with busy roads is more likely to exhibit partially drained than undrained cyclic behaviour considering the long duration of traffic loads. To study the deformation response of soft clay under the two drainage conditions, cyclic tests were conducted on a dynamic hollow cylinder apparatus with and without principal stress rotation. The concept of transitional cyclic stress ratio (CSR) was proposed. When the CSR is lower than the transitional CSR, the partially drained condition causes permanent axial strain enlargement when compared with the undrained conditions; Once the CSR exceeds the transitional CSR, the partially drained condition markedly restricts the development of the permanent axial strain. Moreover, both critical and allowable CSR in the partially drained tests are higher than in the undrained ones, and the allowable CSR under different drainage conditions is smaller than the transitional CSR. Therefore, the influence of the partially drained condition on the cyclic deformation of clay must be considered in practice. Two empirical models were proposed to predict the permanent volumetric strain and permanent axial strain under the partially drained condition.

Item Type: Journal Article
Divisions: Faculty of Science, Engineering and Medicine > Engineering > WMG (Formerly the Warwick Manufacturing Group)
Journal or Publication Title: Soil Dynamics and Earthquake Engineering
Publisher: Pergamon Press
ISSN: 0267-7261
Official Date: March 2022
Dates:
DateEvent
March 2022Published
18 January 2022Available
12 January 2022Accepted
Volume: 154
Article Number: 107159
DOI: 10.1016/j.soildyn.2022.107159
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access

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