A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Runways for Washington National Airport
Method of stabilizing dredged sand and gravel in runways by use of small amount of soil binder and intensive mixing to make cementless soil-concrete base 9 in. thick; construction of 2-in. first course and 1 1/2-in. top course of hot mixed, hot laid asphaltic concrete, of same dredged material, using soft asphalts mixed at lower than usual temperatures to prevent cracking and undue oxidation; costs.
Runways for Washington National Airport
Method of stabilizing dredged sand and gravel in runways by use of small amount of soil binder and intensive mixing to make cementless soil-concrete base 9 in. thick; construction of 2-in. first course and 1 1/2-in. top course of hot mixed, hot laid asphaltic concrete, of same dredged material, using soft asphalts mixed at lower than usual temperatures to prevent cracking and undue oxidation; costs.
Runways for Washington National Airport
Eng News-Rec
Engineering News-Record ; 125
1940
5 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Runways for Washington national airport
| Engineering Index Backfile | 1941
Stabilization of gravel runways on Washington national airport
| Engineering Index Backfile | 1941
Washington airport runways use local aggregates for asphalt pavement
Engineering Index Backfile | 1940
| Engineering Index Backfile | 1929
| Engineering Index Backfile | 1930