作者: MH Maher , N Gucunski , WJ Papp
DOI: 10.1520/STP15641S
关键词:
摘要: Laboratory and field investigations were conducted to evaluate the use of recycled asphalt pavement (RAP) in roadway base sub-base applications. The laboratory resilient modulus test results showed RAP has comparable strength with dense graded aggregate material used state New Jersey. Using spectral-analysis-of-the-surface-waves method (SASW), testing program evaluated elastic verified results. higher stiffness for than normally