Case evaluation of structural strength improvement of cement stabilized lateritic soil reinforced with sisal fibers and plastic waste strips-Reference-Cited by-同舟云学术

Case evaluation of structural strength improvement of cement stabilized lateritic soil reinforced with sisal fibers and plastic waste strips

Published:2024-09-02 Issue:1 Volume:1 Page:
ISSN:2948-1546
Container-title:Discover Civil Engineering
language:en
Short-container-title:Discov Civ Eng

Author:

Yohanna Paul,Etim Roland Kufre,Ekene Nodebe Inechi,Toluwase Joshua Adekeye,Mbah Ernest Obasi,Ayodeji Oladapo Olatunde,Aliyu Umar Muhammed,Owoicho Moses Okoko,Moris Kanyi Ianna

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s44290-024-00069-9.pdf

Reference57 articles.

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3. Moses G, Etim RK, Sani JE, Nwude M. Desiccation effect of compacted tropical black clay treated with concrete waste leonardo electronic. J Practi Technol. 2018;33:69–88.

4. Moses G, Etim RK, Sani JE, Nwude M. Desiccation-induced volumetric shrinkage characteristics of highly expansive tropical black clay treated with groundnut shell ash for barrier consideration. Civil Environ Res. 2019;11(8):58–74. https://doi.org/10.7176/CER/11-8-06.

5. Etim RK, Ekpo DU, Ebong UB, Usanga IN. Influence of periwinkle shell ash on the strength properties of cement-stabilized lateritic soil. Int J Pavement Res Technol. 2021. https://doi.org/10.1007/s42947-021-00072-8.