Resilient Moduli of Reclaimed Asphalt Pavement Aggregate Subbase Blends-Reference-Cited by-同舟云学术

Resilient Moduli of Reclaimed Asphalt Pavement Aggregate Subbase Blends

Author:

Bradshaw Aaron S.¹,Costa Jeffrey²,Giampa Joseph R.³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, Kingston, RI 02881 (corresponding author).

2. Engineer, Pare Corporation, 10 Lincoln Rd., Suite 103, Foxboro, MA 02035.

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, Kingston, RI 02881.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference17 articles.

1. AASHTO. (1999). “Determining the resilient modulus of soils and aggregate materials.” T 307 Washington DC.

2. AASHTO. (2010a). “Correction for coarse particles in the soil compaction test.” T 224 Washington DC.

3. AASHTO. (2010b). “Determining the asphalt binder content of hot mix asphalt (HMA) by the ignition method.” T 308 Washington DC.

4. AASHTO. (2014a). “Calcium chloride.” M 144 Washington DC.

5. AASHTO. (2014b). “Sieve analysis of fine and coarse aggregates.” T 27 Washington DC.

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