Resilient Modulus Characterization of Unbound Granular Materials Through Laboratory Dynamic Cone Penetration Test-Reference-Cited by-同舟云学术

Resilient Modulus Characterization of Unbound Granular Materials Through Laboratory Dynamic Cone Penetration Test

Published:2023-04-24 Issue: Volume: Page:
ISSN:1996-6814
Container-title:International Journal of Pavement Research and Technology
language:en
Short-container-title:Int. J. Pavement Res. Technol.

Author:

Rugabandana Gabriel^ORCID,Rimoy Siya

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s42947-023-00318-7.pdf

Reference34 articles.

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3. Chibwe, J., & Musenero, L. (2019). Comparative analysis of the dynamic cone penetrometer-cone penetration rate design approach against other methods used for upgrading of low volume roads: case of Uganda and Zambia. Transportation Research Record: Journal of the Transportation Research Board, 2673(12), 811–820. https://doi.org/10.1177/0361198119853570.

4. Paige-Green, P., & Van Zyl, G. D. (2019). A review of the DCP-DN pavement design method for low volume sealed roads: development and applications. Journal of Transportation Technologies, 9(4), 397–422. https://doi.org/10.4236/jtts.2019.94025.

5. Pinard M I, H. J. I. A. (2020) Pavement design of low volume roads using the DCP-DN method. Research for community partnership.