The Performance of Controlled Low-strength Material Base Supporting a High-volume Asphalt Pavement

Author:

Chompoorat Thanakorn,Likitlersuang Suched,Jongvivatsakul Pitcha

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference41 articles.

1. AASHTO T307 (2007). Standard method of test for determining the resilient modulus of soil and aggregate materials, American Association of State Highway and Transportation Officials, Washington, D. C.

2. Achtemichuk, S., Hubbard, J., Sluce, R., and Shehata, M. H. (2009). “The utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement.” Cement and Concrete Composites, vol. 31, no. 8, pp. 564–569, DOI: 10.1016/j.cemconcomp.2008.12.011.

3. ACI Committee 229 (1999). Controlled low strength materials (ACI 229R), American Concrete Institute, Farmington Hill, Michigan, USA.

4. Asphalt Institute (1991). Thickness design: Asphalt pavements for highways and streets, Manual Sesies No. 1 (MS-1), Lexington, Kentucky, USA.

5. ASTM Designation C 231 (2017). Standard test method for air content of freshly mixed concrete by the pressure method, Philadelphia, USA, DOI: 10.1520/C0231_C0231M-17A.

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