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Pile Bent Design Criteria.
| 题名： | Pile Bent Design Criteria. |
| 作者： | robinson, b. suarez, v. robalino, p. kowalsky, m. gabr, m. |
| 关键词： | pile bents,design,north carolina department of transportation,north carolina department of transportation(ncdot)/frame model, soil, software solutions, analytical solutions, bridge design, soil/structural models/ |
| 摘要： | This study was undertaken to review the design of pile bents by the North Carolina Department of Transportation (NCDOT). Research was performed to investigate current design methodologies and compare practice approach to other feasible and cost effective design methods. As such, two goals were pursued: (i) enhancing the current equivalent frame model of the pile bents such that it fully considers the resistance of the soil around the piles, and, (ii) adopting a comprehensive state of practice, which involves the integration of a comprehensive software and analytical solutions. It was also deemed important to study displacement limits imposed on bridge design and suggest improved limits based on the results from the soil/structural models. / NOTE: Final rept. (July 2004 - June 2005). / Supplementary Notes: Sponsored by North Carolina Dept. of Transportation, Raleigh. and Federal Highway Administration, Raleigh, NC. North Carolina Div. / Availability Note: Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA. |
| 报告类型： | 科技报告 |
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