Ha, S., Yeon, J., & Won, M. C. (2012). CRCP ME Design Guide (Report No. 0-5832-P1). Texas Tech University. College of Engineering. https://rosap.ntl.bts.gov/view/dot/86450
Ha, Soojun, Jungheum Yeon, and Moon C. Won. CRCP ME Design Guide. Report no. 0-5832-P1. Texas Tech University. College of Engineering, 2012. https://rosap.ntl.bts.gov/view/dot/86450.
Ha, Soojun, et al. CRCP ME Design Guide. Texas Tech University. College of Engineering, 2012, Report no. 0-5832-P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/86450.
In this guide, the history of continuously reinforced concrete pavement (CRCP) design methods for slab thickness and longitudinal steel reinforcement is reviewed. It is stated that, in general, CRCP design methods evolved from actual experience or field testing based on more mechanistic analysis. However, CRCP is a complicated system with a number of variables interacting with each other. It appears that CRCP design procedures based on mechanistic analysis with empirical performance information, such as the Mechanistic-Empirical Pavement Design Guide (MEPDG) or the TxCRCP-ME, will be the primary design program for the foreseeable future. A table is presented describing the current state of practice for CRCP design in selected states. It shows that most states still use the 1993 "AASHTO Guide for Design of Pavement Structures" for slab thickness design.
Ha, S., Yeon, J., & Won, M. C. (2012). CRCP ME Design Guide (Report No. 0-5832-P1). Texas Tech University. College of Engineering. https://rosap.ntl.bts.gov/view/dot/86450
Ha, Soojun, Jungheum Yeon, and Moon C. Won. CRCP ME Design Guide. Report no. 0-5832-P1. Texas Tech University. College of Engineering, 2012. https://rosap.ntl.bts.gov/view/dot/86450.
Ha, Soojun, et al. CRCP ME Design Guide. Texas Tech University. College of Engineering, 2012, Report no. 0-5832-P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/86450.
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