Expansive and Compressibility Behavior of Lime Stabilized Fiber-Reinforced Marine Clay
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VIEW THE REPLYPublication: Journal of Materials in Civil Engineering
Volume 32, Issue 11
Abstract
Expansive soils are liable to cause damages to engineering structures and subsequent yearly repairs worth billions of dollars worldwide. Given the extensive global occurrence of expansive soils, it is imperative to restrain the natural expansive and compressibility behavior of such soils to a controllable extent. Consequently, the present study examined the expansive and compressibility behavior of lime-stabilized marine clays reinforced with 0.5%, 1%, 1.5%, and 2% natural coir fibers (CF) and synthetic polypropylene fibers (PPF). Accordingly, a series of one-dimensional (1D) swell-consolidation and linear shrinkage tests were conducted on untreated and treated 7-day cured clay samples to examine their volume-change behavior. Results indicated an optial reduction in the swelling potential of the lime-stabilized clay upon the addition of 1% CF or 1.5% PPF and a maximum reduction in the linear shrinkage of the clay upon the addition of 2% CF or 1.5% PPF, respectively. Similarly, an optimal reduction in the compressibility of the lime-stabilized clay was achieved upon the addition of 2% CF or 1% PPF. The microstructural analysis showed the formation of cementation compounds (C-S-H and C-A-H) owing to the clay-lime interaction. The reported findings engaged the concurrent application of lime and natural/synthetic fibers to improve the expansive and compressibility behavior of soft marine clayey deposits.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors gratefully acknowledge the financial support provided to the second author by Monash University Travel Grant Scheme. Special thanks to Dr. M.E Raghunandan for his advice for the lab experiments.
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Received: Dec 9, 2019
Accepted: May 4, 2020
Published online: Aug 22, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 22, 2021
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