| contributor author | R. S. Rollings | |
| contributor author | M. W. Witczak | |
| date accessioned | 2017-05-08T21:02:36Z | |
| date available | 2017-05-08T21:02:36Z | |
| date copyright | July 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-947x%281990%29116%3A4%28479%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36511 | |
| description abstract | Corps of Engineers accelerated traffic tests were reanalyzed to develop a structural deterioration model for airfield pavements. Test‐back performance was measured in terms of structural condition index varying from zero to 100. This index is derived from the pavement‐condition index. Pavement performance is predicted in terms of a structural condition index from the pavement's layered elastic stresses, flexural strength, and number of traffic loads. This model was compared to other design criteria, unfailed test sections, and three failed airfield pavements and gave reasonable agreement. This model only accounts for damage from fatigue loading, and there are a number of other potential pavement‐distress modes that it does not include. Each of these distress modes needs to be evaluated separately. | |
| publisher | American Society of Civil Engineers | |
| title | Structural Deterioration Model for Rigid Airfield Pavements | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 4 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1990)116:4(479) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 004 | |
| contenttype | Fulltext | |
