Effectiveness and Sensitivity of Fiber Inclusion on Desiccation Cracking Behavior of Reinforced Clayey Soil-Reference-Cited by-同舟云学术

Effectiveness and Sensitivity of Fiber Inclusion on Desiccation Cracking Behavior of Reinforced Clayey Soil

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gui Yilin¹,Wong Weng Yee²^ORCID,Gallage Chaminda³

Affiliation:

1. Senior Lecturer, School of Civil and Environmental Engineering, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia (corresponding author).

2. Geotechnical Engineer, T.Y Lin International Sdn. Bhd, Kuala Lumpur, Malaysia. ORCID: .

3. Associate Professor, School of Civil and Environmental Engineering, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002278

Reference24 articles.

1. Effect of Desiccation on Compacted Natural Clays

2. BSI (British Standards Institution). 1990. Methods of test for soils for Civil Engineering purpose. Classification tests and determination of physical properties. BS1377-2. London: BSI.

3. BSI (British Standards Institution). 2015. Code of practice for ground investigations. Classification tests. BS5930: London: BSI.

4. A study on desiccation cracking behavior of polyester fiber-reinforced expansive clay

5. Coppin, N., and I. G. Richards. 1990. Use of vegetation in civil engineering. Construction Industry Research and Information Association. London: Butterworths.

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