A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A laboratory LCF assessment program was conducted in which samples were fabricated using LCF materials from Ohio, Pennsylvania, Oregon, and Texas sources. The samples were analyzed for the effects of LCF ingredient variations on modulus of resilience, unconfined compressive strength, fracture toughness, tensile strength, and fatigue. Effects of deicing chemicals on modulus of resilience, unconfined compressive strength, fracture toughness, and tensile strength were analyzed. A field testing program was conducted in which core samples were obtained from Newark, Portland, and JFK airports. The samples were tested for modulus of resilience and unconfined compressive strength. A search was conducted of pertinent recent literature on pavement design and analysis, especially LCF pavements. Keywords: Airports, Runways, Airport pavements, Lime-cement-flyash. (jes)
A laboratory LCF assessment program was conducted in which samples were fabricated using LCF materials from Ohio, Pennsylvania, Oregon, and Texas sources. The samples were analyzed for the effects of LCF ingredient variations on modulus of resilience, unconfined compressive strength, fracture toughness, tensile strength, and fatigue. Effects of deicing chemicals on modulus of resilience, unconfined compressive strength, fracture toughness, and tensile strength were analyzed. A field testing program was conducted in which core samples were obtained from Newark, Portland, and JFK airports. The samples were tested for modulus of resilience and unconfined compressive strength. A search was conducted of pertinent recent literature on pavement design and analysis, especially LCF pavements. Keywords: Airports, Runways, Airport pavements, Lime-cement-flyash. (jes)
Criteria for the Use of Lime-Cement-Flyash on Airport Pavements
W. Pailen (author)
1989
132 pages
Report
No indication
English
Civil Engineering , Construction Equipment, Materials, & Supplies , Airports , Pavements , Runways , Chemicals , Compressive properties , Core sampling , Deicing systems , Documents , Field tests , Fracture(Mechanics) , Ohio , Oregon , Pennsylvania , Sources , Strength(Mechanics) , Tensile strength , Texas , Toughness , Fly ash , Cements
Lime-Flyash Stabilization of Asphalt Pavements Using Full-Depth Reclamation
| British Library Conference Proceedings | 2010
Crack Resistance of Lime-Flyash-Cement Stabilized Macadam
| British Library Conference Proceedings | 2010
Criteria for Airport Pavements
| NTIS | 1976