Field inspection and laboratory testing of highway pavement rutting
暂无分享,去创建一个
The main objective of this research was to investigate the contribution of pavement characteristics, traffic, and physical and mechanical properties of asphaltic mixtures to highway pavement rutting. A total of 51 pavement sections from the rural highway network in Jordan were selected for a case study. The average rut depths for these sections were measured and three cores were drilled for comprehensive laboratory testing. The investigation was performed using four approaches. The first approach considered pavement characteristics represented by surface thickness, last overlay thickness, pavement age, and subgrade California bearing ratio. The average annual equivalent single axle load was also included in this approach. The second approach included Marshall test parameters such as stability, flow, stiffness, and Marshall modulus. The third approach dealt with the effect of mixture air voids on rutting. The variables examined in this approach include air void content within the ruts, voids between ruts, ...
[1] Kamyar C. Mahboub,et al. CHARACTERIZATION OF RUTTING POTENTIAL OF LARGE-STONE ASPHALT MIXES IN KENTUCKY , 1990 .
[2] M. S. Al-Suleiman,et al. DEVELOPMENT OF PAVEMENT PERFORMANCE MODELS FOR RURAL ROADS. , 1992 .
[3] Ashwani K Sharma,et al. RUT-RESISTANT ASPHALT CONCRETE OVERLAYS IN WISCONSIN , 1990 .
[4] I Katkhuda. Rutting in Jordan: reasons and remedy , 1989 .
[5] Bassam A Anani,et al. LABORATORY AND FIELD STUDY OF PAVEMENT RUTTING IN SAUDI ARABIA , 1990 .