A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Continuous deformed bar reinforcement for concrete pavement
Results of laboratory experiments on simulated continuously reinforced concrete slabs; specimens 3×28 ft were reinforced with deformed bars, variables being slab thickness, total percent of steel, position of steel, and subgrade modulus; slabs were cast with preformed transverse cracks in testing region; vertical static loads, simulated traffic loads and horizontal longitudinal loads were used to simulate stresses induced by temperature changes.
Continuous deformed bar reinforcement for concrete pavement
Results of laboratory experiments on simulated continuously reinforced concrete slabs; specimens 3×28 ft were reinforced with deformed bars, variables being slab thickness, total percent of steel, position of steel, and subgrade modulus; slabs were cast with preformed transverse cracks in testing region; vertical static loads, simulated traffic loads and horizontal longitudinal loads were used to simulate stresses induced by temperature changes.
Continuous deformed bar reinforcement for concrete pavement
Am Concrete Inst -- J
Gutzwiller, M.J. (author) / Waling, J.L. (author)
1963
25 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Continuous reinforcement in concrete pavement
| Engineering Index Backfile | 1950
Continuous reinforcement in concrete pavement
| Engineering Index Backfile | 1951
Concrete pavement with continuous reinforcement and elastic joints
| Engineering Index Backfile | 1963
Concrete pavement without reinforcement
| Engineering Index Backfile | 1942
Continuous reinforcement in concrete pavement after 15 1/2 years
| Engineering Index Backfile | 1955