Application of Mechanistic-Empirical Design Approach into RCC Pavement Thickness Design: Tech Summary [19-1P]

Wu, Zhong; Mahdi, Moinul; Louisiana Transportation Research Center

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Application of Mechanistic-Empirical Design Approach into RCC Pavement Thickness Design: Tech Summary [19-1P]

2022-12-01
By Wu, Zhong ; Mahdi, Moinul

English

Details Related Documents You May Also Like

Details:

Creators:

Wu, Zhong ; Mahdi, Moinul

Wu, Zhong ; Mahdi, Moinul Less -
Corporate Creators:

Louisiana Transportation Research Center
Corporate Contributors:

Louisiana. Department of Transportation and Development ; Louisiana State University (Baton Rouge, La.) ; United States. Department of Transportation. Federal Highway Administration

Louisiana. Department of Transportation and Development ; Louisiana State University (Baton Rouge, La.) ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Axle Load Force Construction Management Cracking Mechanistic-empirical Pavement Design Mix Design Pavement Performance Roller Compacted Concrete Pavements Thickness
Publication/ Report Number:

LTRC Project No. 19-1P
Resource Type:

Tech Report
Geographical Coverage:

United States ; Louisiana

United States ; Louisiana Less -
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

The objectives of this research included: • Determine in-situ load-induced and temperature-related pavement responses, investigate pavement failure mechanism and structural performance, and quantify the equivalent axle load fatigue damages on RCC pavements under accelerated pavement testing; • Conduct laboratory beam fatigue tests using in-situ saw-cutting RCC slab specimens and develop a new fatigue damage model for the use of thickness design and performance evaluation of RCC pavements; and • Propose a mechanistic-empirical pavement design procedure for the thickness design of new RCC pavements.
Format:

PDF
Funding:

SPR: TT-Fed/TT-Reg - 5
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:8ca861740e73ecc4742f8b2633129e32262c5f95db83255b86fddb40e43e55c7
Download URL:

https://rosap.ntl.bts.gov/view/dot/66311/dot_66311_DS1.pdf
File Type:

[PDF-475.40 KB]