Improvements in the design and construction of transverse construction joints in continuously reinforced concrete pavement

Author:

Lee Hee Jun1,Koirala Niwesh1,Jabonero Christopher1,Won Moon1

Affiliation:

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

Funder

Texas Department of Transportation

Publisher

Informa UK Limited

Reference11 articles.

1. Ceylan H. et al. 2016. Impact of curling and warping on concrete pavement. Report submitted to Iowa Highway Research Board Iowa Department of Transportation.

2. Huang, Y. H., 2004. Pavement analysis and design. Upper Saddle River, NJ: Pearson Prentice Hall.

3. Larson R. and Smith K. 2011. Techbrief: evaluating the use of fiber-reinforced polymer bars in continuously reinforced concrete pavement. United States Department of Transportation: Federal Highway Administration 5.

4. Lee H. et al. 2023. Optimizing reinforcing steel in 12-in and 13-in continuously reinforced concrete pavement (CRCP). Texas Tech University Center for Multidisciplinary Research in Transportation FHWA/TX-23/0-7026-1.

5. Roesler J. R. and Huntley J. G. 2009. Performance of I-57 recycled concrete pavements. Illinois Center for Transportation (ICT).

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