| contributor author | V. S. Deshpande | |
| contributor author | D. Cebon | |
| date accessioned | 2017-05-08T21:17:12Z | |
| date available | 2017-05-08T21:17:12Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290899-1561%282000%2912%3A3%28262%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45652 | |
| description abstract | This paper contains details of uniaxial compression experiments on various idealized asphalt mixes with volume fractions of aggregate ranging from 40 to 85%. The compression experiments are performed over a wide range of temperatures, stresses, and strain rates. The steady-state axial behavior of the mixes has the same form as that of bitumen with the aggregate acting as a stiffener. However, the mixes with high volume fractions of aggregate dilate under a uniaxial compressive stress. The experimental results are compared with theoretical predictions of a modified version of Hashin's composite sphere model. Good agreement is observed. | |
| publisher | American Society of Civil Engineers | |
| title | Uniaxial Experiments on Idealized Asphalt Mixes | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2000)12:3(262) | |
| tree | Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003 | |
| contenttype | Fulltext | |
