Dynamic modulus has been recognized as an objective and sensitive material property for designing and evaluating pavement systems. To accurately measure the in situ elastic modulus (E = 2(1 + v)pV52) for nondestructive quality assessment of asphalt pavements, field measurements of density (p) via an electromagnetic gauge and shear -wave velocity (V5) via surface -wave testing were examined for four paving projects covering a range of mixes and traffic loads. A quality control/quality assurance (QC/QA) procedure was developed to correct the in situ moduli at different field temperatures to a common reference temperature using a fitting function from experimental data for QC and using master curves from laboratory dynamic modulus tests for QA. The corrected in situ moduli can then be compared against the maximum moduli for an assessment of the actual pavement performance. (C) 2016 Elsevier Ltd. All rights reserved.
机构:
Univ Oklahoma, Sch Elect & Comp Engn, Norman, OK 73019 USAUniv Oklahoma, Sch Elect & Comp Engn, Norman, OK 73019 USA
Beainy, Fares
Commuri, Sesh
论文数: 0引用数: 0
h-index: 0
机构:
Univ Oklahoma, Sch Elect & Comp Engn, Norman, OK 73019 USAUniv Oklahoma, Sch Elect & Comp Engn, Norman, OK 73019 USA
Commuri, Sesh
Zaman, Musharraf
论文数: 0引用数: 0
h-index: 0
机构:
Univ Oklahoma, Coll Engn, Res Program, Norman, OK 73019 USA
Univ Oklahoma, Coll Engn, Grad Program, Norman, OK 73019 USAUniv Oklahoma, Sch Elect & Comp Engn, Norman, OK 73019 USA
Zaman, Musharraf
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE,
2012,
138
(02):
: 178
-
187