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Yujie Qi, B. Indraratna, Miriam Tawk (2020)
Use of Recycled Rubber Elements in Track Stabilisation
Q. Tang, Yu Zhang, Yufeng Gao, Fan Gu (2017)
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Effect of fly ash, construction demolition waste and lime on geotechnical characteristics of a clayey soil: a comparative studyEnvironmental Earth Sciences, 75
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Updated relations for the uniaxial compressive strength of marlstones based on P-wave velocity and point load index testInnovative Infrastructure Solutions, 1
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Publisher's Note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations
The current research focuses on utilization of municipal solid waste incineration ash along with cement and polypropylene fiber to advance the strength and drainage features of clayey soil. Various tests such as consistency limits tests, compaction tests, unconfined compressive strength tests, California bearing ratio tests and permeability tests are performed in the laboratory on various combination of clayey soil along with admixtures. The outcomes of the trial testing disclose that the strength characteristics of clayey soil are enhanced on adding municipal solid waste incineration ash alone and along with other additives thereby resolving its dumping problem thus making well atmosphere. Based on the California bearing ratio results, the mix obtained on addition of municipal solid waste incineration ash along with cement and polypropylene fiber may be effectively used as a sub-grade material thus attaining cost-effective benefits. Finally, the falling head permeability tests revealed the enhancement in drainage features of the clayey soil on accumulation of various admixtures to it.
Innovative Infrastructure Solutions – Springer Journals
Published: Jul 17, 2021
Keywords: Consistency limits; Compaction; Unconfined compressive strength; California bearing ratio; Permeability
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