| contributor author | W. Martono | |
| contributor author | H. U. Bahia | |
| contributor author | J. D’Angelo | |
| date accessioned | 2017-05-08T21:18:25Z | |
| date available | 2017-05-08T21:18:25Z | |
| date copyright | September 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290899-1561%282007%2919%3A9%28746%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46356 | |
| description abstract | Fatigue damage is a distress observed in asphalt pavement at moderate to low temperatures due to cyclic loading of moving traffic. Recent developments in binder fatigue research have been made using parallel plate geometry in a dynamic shear rheometer (DSR) to measure total dissipated energy and its change as a function of test cycles. Recent studies, however, have raised questions regarding the temperature level and stiffness level at which true binder fatigue can be measured with the parallel plate geometry in the DSR. It has been claimed that the binder’s stiffness of less than | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Testing Geometry on Measuring Fatigue of Asphalt Binders and Mastics | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 9 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2007)19:9(746) | |
| tree | Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 009 | |
| contenttype | Fulltext | |
