Permeability and Cracking of Compacted Clay Liner Improved by Nano-SiO2 and Sisal Fiber
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1435-8.pdf
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3. Changizi F, Haddad A (2015) Effect of Nano-SiO2 on the geotechnical properties of cohesive soil. Geotechnical and Geological Engineering 34:725–733, DOI: https://doi.org/10.1007/s10706-015-9962-9
4. Cheng Q, Tang CS, Chen ZG, El-Maarry MR, Zeng H, Shi B (2020) Tensile behavior of clayey soils during desiccation cracking process. Engineering Geology 279:105909, DOI: https://doi.org/10.1016/j.enggeo.2020.105909
5. Eshaghzadeh M, Bayat M, Ajalloeian R, Hejazi SM (2021) Mechanical behavior of silty sand reinforced with nanosilica-coated ceramic fibers. Journal of Adhesion Science and Technology 35:2664–2683, DOI: https://doi.org/10.1080/01694243.2021.1898857
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