Engineering properties of clay soil stabilised with glass powder and rubber particles – a comparative study
Author:
Affiliation:
1. Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, China
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2023.2288927
Reference42 articles.
1. Reuse of waste tire textile fibers as soil reinforcement
2. Influence of plastic fiber on the geotechnical properties of gypseous soil;Abdulrahman S.M.;International Journal of Engineering,2021
3. Modification of clayey soils using scrap tire rubber and synthetic fibers
4. Al-Neami, M.A., et al. 2016. Remediation of cohesive soils using waste glass. Conference of the international Journal of Arts and Sciences, Freiburg, Germany, 125–137.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Use of Lignin, Waste Tire Rubber, and Waste Glass for Soil Stabilization;Applied Sciences;2024-08-26
2. Discussion on ‘engineering properties of clay soil stabilised with glass powder and rubber particles – a comparative study’ [geomechanics and geoengineering (2023), 1–25, DOI: 10.1080/17486025.2023.2288927];Geomechanics and Geoengineering;2024-07-03
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