References
- AASHTO, 1993. AASHTO guide for design of pavement structures. American Association of State Highway and Transportation Officials, <ISBN 1-56051-055-2>.
- AASHTO, 2008. Mechanistic-empirical pavement design guide, interim edition: a manual of practice. Washington, DC: American Association of State Highway and Transportation Officials.
- ACI 209R-92, 1997. Prediction of creep, shrinkage, and temperature effects in concrete structures. Reported by ACI Committee 209, Reapproved 1997.
- ARA, Inc., 2004. ERES division. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Report, Champaign, Illinois.
- 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.
- Bazant, Zdenek P., and Baweja, Sandeep, 2000. Creep and shrinkage prediction model for analysis and design of concrete structures: model B3. Structural design effects, ACI SP–194, A. Al-Manaseer, ed. Am. Concrete Institute, Farmington Hills, Michigan, 1–83.
- Choi, P.G., et al., 2013. Project level performance database for rigid pavement in Texas, II. Research Report. Lubbock, TX: Texas Tech University.
- Choi, Pangil, et al., 2020. Spalling in continuously reinforced concrete pavement in Texas. Transportation Research Record, 2674, 731–740.
- Choi, Seongcheol, Ha, Soojun, and Won, Moon C., 2011. Horizontal cracking of continuously reinforced concrete pavement. Construction and Building Materials, 25 (11), 4250–4260.
- Desai, Payal, 2015. Drying shrinkage behaviour of foam-cement panel: a numerical study. National conference of innovation for development and sustainability.
- Dhamrait, J. S., and Taylor, R. K., 1979. Behavior of experimental CRC pavement in Illinois. Technical Report FHWA-IL-PR-82. Springfield: Illinois Department of Transportation.
- Dossey, T., and McCullough, B. F., 1992. Characterization of concrete properties with age. Center for Transportation Research, The University of Texas at Austin, Austin, Texas 78712-1075, Texas Department of Transportation. FHWA/TX-92+1244-2.
- Faria, Rui, Azenha, Miguel, and Figueiras, Joaquim A., 2006. Modelling of concrete at early ages: application to an externally restrained slab. Cement and Concrete Composites, 28 (6), 572–585. doi:10.1016/j.cemconcomp.2006.02.012. ISSN 0958-9465.
- Freeman, T., et al., 2006. Sensitivity analysis of and strategic plan development for the implementation of the M-E design guide in TxDOT operations. College Station, TX: Texas Transportation Institute, Texas A&M University.
- Gharaibeh, Nasir G., Darter, Michael I., and Heckel, Laura B., 1999. Field performance of continuously reinforced concrete pavement in Illinois. Transportation Research Record, 1684, 44–50. https://doi.org/10.3141/1684-06.
- Ha, Soojun, et al., 2012. Develop mechanistic-empirical design for CRCP. Report No: 0-5832-1, Texas Tech University.
- Hoegh, Kyle, Khazanovich, Lev, and Thomas Yu, H., 2011. Ultrasonic tomography for evaluation of concrete pavements. Transportation Research Record, 2232 (1), 85–94. https://doi.org/10.3141/2232-09.
- Jeon, Sung-Ill, Choi, Pangil, and Won, Moon, 2021. Punchout evaluations and classification of continuously reinforced concrete pavement to improve pavement design. Road Materials and Pavement Design, 22 (7), 1481–1499. https://doi.org/10.1080/14680629.2019.1701538.
- Kashif, M., et al., 2020. Numerical evaluation of early age crack induction in continuously reinforced concrete pavement with different saw-cut dimensions subjected to external varying temperature field. Applied Science, 11 (1) Article 42.
- Kim, Kukjoo, et al., 2019. Optimization of parameters affecting horizontal cracking in continuously reinforced concrete pavement (CRCP). NRC Research Press.
- Kim, Seong-Min, Won, Moon C., and McCullough, B. Frank, 2000. Three-dimensional nonlinear finite element analysis of continuously reinforced concrete pavements. Research Report No. 1831-1 - FHWA/TX-00/1831-1. Austin, Texas: Texas Department of Transportation.
- Kovler, Konstantin, 1995. Interdependence of creep and shrinkage for concrete under tension. Journal of Materials in Civil Engineering, 7 (2), 96–101. doi:10.1061/(ASCE)0899-1561(1995)7:2(96).
- Larson, Roger M., Vanikar, Suneel, and Forster, StephenDr., 1993. US tour of European concrete highways (U.S. Tech). Technical Report-FHWA-SA-93-080. Washington, DC: Federal Highway Administration.
- Lederle, Rita E., and Hiller, Jacob E., 2012. New warping and differential drying shrinkage models for jointed plain concrete pavements derived with nonlinear shrinkage distribution.
- Lee, Heejun, 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.
- Lee, Ying-Haur, and Darter, Michael I., 1995. Development of performance prediction models for Illinois continuously reinforced concrete pavements. Transportation Research Record, 1505, 75–84.
- Revision 226, 2023. CRCP Standard 421106-10. Retrieved from Illinois Department of Transportation. https://public.powerdms.com/IDOT/documents/2568191/Highway%20Standards%20226
- Roesler, Jeffery, and Hiller, Jacob E., 2013. Continuously reinforced concrete pavement: design using the AASHTOW are pavement ME design procedure. <FHWA-HIF-13-025>.
- Roesler, Jeffery R., Hiller, Jacob E., and Brand, Alexander S., 2016. Continuously reinforced concrete pavement manual, guidelines for design, construction, maintenance, and rehabilitation.
- Roesler, Jeffery, and Kohler, Erwin, 2004. Active crack control for continuously reinforced concrete pavements. Transportation Research Record, No. 1900: 19-29.
- Rouzmehr, Fouzieh, et al., 2021. Improvements of quality assurance testing program for subgrade and base layer construction. Construction and Building Materials, 310, 125–157.
- Rouzmehr, Fouzieh, and Mousavi, Mehdi, 2022. Comparison of elastic and viscoelastic modeling for asphalt concrete surface layer. International Journal of Civil and Environmental Engineering, 16 (11), 306–311.
- Sam, Tyson, and Tayabji, Shiraz D., 2012. Continuously reinforced concrete pavement performance and best practices. No. FHWA-HIF-12-039. United States. Federal Highway Administration.
- Schlicke, Dirk, and Tue, Nguyen Viet, October 2013. Consideration of viscoelasticity in time step FEM-based restraint analyses of hardening concrete. Journal of Modern Physics, 4 (10 B), DOI:10.4236/jmp.2013.410A2002, 38733.