A method for evaluating CRCP performance based on edge-loaded FWD test

Author:

Zhang YatingORCID,Roesler Jeffery R.,Huang Zhiyi

Funder

Illinois State Toll Highway Authority

Natural Science Foundation of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Tayabji SD, Stephanos PJ, Gagnon JS, Zollinger DG (1998) Performance of continuously reinforced concrete pavements volume II: field investigations of CRC pavements. FHWA-RD-94-179. PCS/Law Engineering, Beltsville, Maryland

2. Tayabji SD, Zollinger DG, Vederey JR, Gagnon JS (1998) Performance of continuously reinforced concrete pavements volume III: analysis and evaluation of field test data. FHWA-RD-94-180. PCS/Law Engineering, Beltsville, Maryland

3. Choi P, Kim DH, Lee BH, Won MC (2016) Evaluation of structural responses of continuously reinforced concrete pavement (CRCP) using falling weight deflectometer. Can J Civ Eng 43(1):28–39

4. Roesler J, Huntley J, Amirkhanian A (2011) Performance of continuously reinforced concrete pavement containing recycled concrete aggregates. Transp Res Rec 2253:32–39

5. American Association of State Highway and Transportation Officials. AASHTO Guide for Design of Pavement Structures. Washington, D.C., 1993

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