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UFC 3-260-02
PAVEMENT DESIGN FOR AIRFIELDS
| contributor author | UFC - Unified Facilities Criteria | |
| date accessioned | 2017-09-04T16:40:10Z | |
| date available | 2017-09-04T16:40:10Z | |
| date copyright | 06/30/2001 | |
| date issued | 2001 | |
| identifier other | VMZOJBAAAAAAAAAA.pdf | |
| identifier uri | https://lib.yabesh.ir/std/handle/yse/103851 | |
| description abstract | This document prescribes procedures for determining the thickness, material, and density requirements for airfield pavements in nonfrost and frost areas. It includes criteria for the California Bearing Ratio (CBR) procedure and elastic layered analysis for flexible pavements and the Westergaard Analysis and elastic layered analysis for rigid pavements. The elastic layered analysis for rigid pavements covers only plain concrete, reinforced concrete, and concrete overlay pavements. PURPOSE. This document establishes general concepts and criteria for the design of airfield pavements for the U.S. Army, Navy, Air Force, and Marine Corps. | |
| language | English | |
| title | UFC 3-260-02 | num |
| title | PAVEMENT DESIGN FOR AIRFIELDS | en |
| type | standard | |
| page | 538 | |
| status | Active | |
| tree | UFC - Unified Facilities Criteria:;2001 | |
| contenttype | fulltext |
