原文传递
ANALYSIS OF REINFORCED CONCRETE CULVERT CONSIDERING CONCRETE CREEP AND SHRINKAGE.
| 题名： | ANALYSIS OF REINFORCED CONCRETE CULVERT CONSIDERING CONCRETE CREEP AND SHRINKAGE. |
| 作者： | Oswald-CJ |
| 关键词： | REINFORCED-CONCRETE-CULVERTS; SILTY-CLAYS; BACKFILL-SOILS; MEASUREMENTS-; FINITE-ELEMENT-ANALYSIS; SOIL-STRUCTURE-INTERACTION; STRAINS-; DEFLECTION-; SOIL-PRESSURES; CONCRETE-CREEP; SHRINKAGE- |
| 摘要： | Measurements made on a long span reinforced concrete arch culvert under 7.3 m (24 ft) of silty clay backfill were compared with results from finite-element analyses of the soil-structure system using the CANDE finite-element code. The culvert strains and deflections and the soil pressure on the culvert were measured during construction and during the following 2.5 years at three instrumented cross sections. The CANDE program was modified to account for the effects of concrete creep and shrinkage strains after it was noted that the measured postconstruction culvert deflection and strains increased significantly whereas the measured soil pressure on the culvert remained relatively constant. Good agreement was generally obtained between measured and calculated values of the culvert strain and deflection and the soil pressure during the entire monitoring period after the code was modified. |
| 总页数： | Transportation Research Record. 1996. (1541) pp120-126 (9 Fig., 1 Tab., 13 Ref.) |
| 报告类型： | 科技报告 |
相关文献
- Effect of Curing Temperature on Hardened Concrete Properties: Mixtures of Ground Granulated Blast Furnace Slag, Fly Ash, or a Combination of Both.
- ANALYSIS OF IN-SERVICE JOINTLESS BRIDGES.
- CHARACTERIZATION OF CRACKING RESTRAINT AT SAW-CUT JOINTS USING THE GERMAN CRACKING FRAME.
- Effects of Superstructure Creep and Shrinkage on Column Design in Posttensioned Concrete Box-Girder Bridges.
- Minimizing Shrinkage, Creep and Cracking Damage to Concrete Bridges.
- Investigation into Shrinkage of High-Performance Concrete Used for Iowa Bridge Decks and Overlays.
检索历史
应用推荐
