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Road Materials and Pavement Design Volume 21, 2020 - Issue 4
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Scientific papers

Mesh-free shakedown analysis of cohesive-frictional pavement under moving traffic loads: deterministic and probabilistic frameworks

R. RahmaniCivil and Environmental Engineering Department, Shiraz University of Technology, Shiraz, Iran
&
S. M. BineshCivil and Environmental Engineering Department, Shiraz University of Technology, Shiraz, IranCorrespondence[email protected]
Pages 1096-1134 | Received 03 Apr 2018, Accepted 11 Oct 2018, Published online: 03 Nov 2018

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Read on this site (3)

Zhiwei Zhou, Mingde Shen & Qingzhi Wang. (2023) Critical dynamic stress for the frozen subgrade soil. Road Materials and Pavement Design 24:4, pages 935-959.
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R. Rahmani, S. M. Binesh & M. Rafiei. (2023) A semi-analytical random shakedown solution for pavements with spatial variability. International Journal of Pavement Engineering 24:2.
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K. Krishnan, Koushik Halder & Debarghya Chakraborty. (2022) Probabilistic shakedown analysis of cohesive soil under moving surface loads considering wheel-soil interface friction. Road Materials and Pavement Design 23:6, pages 1329-1344.
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Articles from other publishers (2)

Juan Wang & Hai-Sui Yu. 2023. Direct Methods for Limit State of Materials and Structures. Direct Methods for Limit State of Materials and Structures 27 41 .
M.H. Bozorgpour, S.M. Binesh & R. Rahmani. (2021) Probabilistic stability analysis of geo-structures in anisotropic clayey soils with spatial variability. Computers and Geotechnics 133, pages 104044.
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