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Effects of fibre additions on the tensile strength and crack behaviour of unsaturated clay

Wang, Jianye; Hughes, Paul N.; Augarde, Charles E.

Effects of fibre additions on the tensile strength and crack behaviour of unsaturated clay Thumbnail


Authors

Jianye Wang



Abstract

Desiccation cracking in clay soils is a combined mechanical and hydraulic problem and such soils can be improved by various methods including reinforcement with fibres. The relationships between tensile strength, cracking resistance and water-retention properties of fibre-reinforced fine-grained soils lack coverage in the literature to date. In this study, these three properties are evaluated and connected by way of a series of tensile strength and desiccation cracking tests on fibre-reinforced London clay. The results confirm that increased fibre addition delays the occurrence of peak stress and changes failure behaviour from brittle to ductile. The tensile strength increment gets higher as water content decreases, and reaches a maximum value of 460 kPa when the water content is 12%. The crack intensity factor reduces from 7.20% to 0.89% when 12 mm long fibre is used at a ratio of 0.9%. Fibre reinforcement also changes the crack development pattern by reducing the size of large cracks and increasing the proportion of small individual cracks. However, the presence of fibres was not observed to change the water-retention properties of the soil, indicating that the tensile improvement comes from the pull-out resistance of the fibres rather than suction changes.

Journal Article Type Article
Online Publication Date Jan 27, 2022
Publication Date 2023-05
Deposit Date Oct 30, 2022
Publicly Available Date Jan 27, 2023
Journal Proceedings of the Institution of Civil Engineers - Ground Improvement
Print ISSN 1755-0750
Electronic ISSN 1755-0769
Publisher ICE Publishing
Peer Reviewed Peer Reviewed
Volume 176
Issue 2
Pages 108-120
DOI https://doi.org/10.1680/jgrim.21.00006
Public URL https://durham-repository.worktribe.com/output/1190068

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