| contributor author | Rafiqul A. Tarefder | |
| contributor author | Nayan Saha | |
| contributor author | John C. Stormont | |
| date accessioned | 2017-05-08T22:01:39Z | |
| date available | 2017-05-08T22:01:39Z | |
| date copyright | April 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29te%2E1943-5436%2E0000151.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69101 | |
| description abstract | Reliability is an important factor in flexible pavement design to consider the variability associated with the design inputs. In this study, subgrade strength variability and flexible pavement designs are evaluated for reliability. Six existing pavement section’s design data are studied using probabilistic, AASHTO, and mechanistic-empirical pavement design guide (MEPDG). Parameters such as mean, maximum likelihood, median, coefficient of variation, and density distribution function of subgrade strength ( | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Subgrade Strength and Pavement Designs for Reliability | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 4 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)TE.1943-5436.0000103 | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 004 | |
| contenttype | Fulltext | |
