(1970) Preliminary Studies of Remedial Measures for the Prevention of Bridge Deck Deterioration, HR-146, 1970. Transportation, Department of
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IADOT_HR_146_Preliminary_Prevention_Bridge_Deck_Deterioration_1970.pdf File Size:2MB |
Abstract
Four series of five specimens each were investigated for static and fatigue strength. These four series differed in that there were two variables, the first being the subsidence of concrete around reinforcing bars and the second being shrinkage due to two different curing conditions. The combinations of these variables were then compared to each other by use of, load-deflection curves and S-H fatigue curves.
| Item Type: | Departmental Report |
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| Keywords: | Bridge construction, Bridge decks, Concrete tests, Curing agents, Fatigue cracking, Pavement cracking, Reinforcement (Engineering), Slabs, Stress cracking |
| Subjects: | Transportation Transportation > Bridges and tunnels Transportation > Research Transportation > Research > Concrete Transportation > Maintenance and preservation |
| ID Code: | 22109 |
| Deposited By: | Iowa DOT Library |
| Deposited On: | 13 May 2016 18:38 |
| Last Modified: | 13 May 2016 18:38 |
| URI: | https://publications.iowa.gov/id/eprint/22109 |