A Evaluation of a Quarry Byproduct Material for Use in an Inverted Pavement System
Author:
Affiliation:
1. Turner-Fairbank Highway Research Center, High Performance Technologies, Inc., McLean, VA.
2. Turner-Fairbank Highway Research Center, Federal Highway Administration, McLean, VA.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484012.028
Reference16 articles.
1. AASHTO. (1993). Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC.
2. Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading
3. Evaluation of Resilient Modulus for Lime- and Cement-Stabilized Synthetic Cohesive Soils
4. Study of Cement-treated Base Agreagate Properties for Pavement Structure;Al-RedhaGhani R. A.;International Journal of Information Research and Review,2018
5. Ardah, A., Abu-Farsakh, M., and Chen, Q. (2016). Evaluating the Performance of Cementitious Treated/Stabilized Very Weak and Wet Subgrade Soils for Sustainable Pavement. In A. Farid, A. De, K. R. Reddy, N. Yesiller, and D. Zekkos (Eds.) Geo-Chicago 2016: Geotechnics for Sustainable Energy (pp. 567–576).
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