Reinforcement design optimisation for continuously reinforced concrete pavement: one-mat vs. two-mat-Reference-Cited by-同舟云学术

Reinforcement design optimisation for continuously reinforced concrete pavement: one-mat vs. two-mat

Published:2023-01-28 Issue:2 Volume:24 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Rouzmehr Fouzieh¹,Bae Sang-Wook²,Won Moon²

Affiliation:

1. Civil and Architectural engineering Department, Texas A&M University-Kingsville, Kingsville, TX, USA

2. Department of Civil, Environmental, and Construction Engineering, Texas Tech University, Lubbock, TX, USA

Funder

Texas

Department of Transportation

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2273325

Reference34 articles.

1. AASHTO 1993. AASHTO guide for design of pavement structures . American Association of State Highway and Transportation Officials .

2. AASHTO, 2008. Mechanistic-empirical pavement design guide, interim edition: a manual of practice. Washington, DC: American Association of State Highway and Transportation Officials.

3. ACI 209R-92 1997. Prediction of creep shrinkage and temperature effects in concrete structures . Reported by ACI Committee 209 Reapproved 1997.

4. ARA Inc. 2004. ERES division . Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Report Champaign Illinois.

5. Bazant, Zdenek P., 1975. Theory of creep and shrinkage in ‘concrete structures: a·precis of recent developments. Evanston, IL: Northwestern University. Reprinted from Mechanics Today, Vol. 2, S. Nemat-Nasser, ed. Pergamon Press, Chap. I, 1–93, IQ'15.