| contributor author | Guo Linquan | |
| contributor author | Zhou Yumin | |
| contributor author | Tan Zhiming | |
| date accessioned | 2017-05-08T22:04:41Z | |
| date available | 2017-05-08T22:04:41Z | |
| date copyright | March 2011 | |
| date issued | 2011 | |
| identifier other | jhtrcq%2E0000034.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70574 | |
| description abstract | The existing cement concrete pavement treated with rubblization technique was regarded as a linear, isotropic elastic body at macro level. By using a double-layer elastic system model, the stress and deflection of asphalt overlay were analyzed, the minimum resilient modulus and maximum allowable deflection on rubblized cement concrete pavement related to different traffic volumes and asphalt overlay thicknesses were analysed. The analytic result indicates that in general the surface deflection on rubblized cement concrete pavement should vary from 41 to 114 ( | |
| publisher | American Society of Civil Engineers | |
| title | Loading Stress of Asphalt Overlay on Rubblized Cement Concrete Pavement and Related Resilient Modulus | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 1 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000034 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 001 | |
| contenttype | Fulltext | |