Author:
Vanapalli Sai K.,Han Zhong
Reference28 articles.
1. ARA, Inc., ERES Consultants Division. 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final report, NCHRP project 1-37A. Washington, D.C.: Transportation Research Board.
2. Azam, A.M., D.A. Cameron, and M.M. Rahman. 2013. Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials. Canadian Geotechnical Journal 50 (11): 1143–1158.
3. Bigl, S.R., and R.L. Berg. 1996. Material testing and initial pavement design modeling: Minnesota road research project. CRREL report 96-14. Hanover, N.H., USA: USACE Cold Regions Research and Engineering Laboratory.
4. Bosscher, P.J., and D.L. Nelson. 1987. Resonant column testing of frozen Ottawa sand. Geotechnical Testing Journal 10 (3): 123–134.
5. Cary, C.E., and C.E. Zapata. 2011. Resilient modulus for unsaturated unbound materials. Road Materials and Pavement Design 12 (3): 615–638.