| dc.contributor.author | Cheng Jian | |
| dc.contributor.author | Xu Zhihong | |
| dc.contributor.author | Sun Zhaohui | |
| dc.date.accessioned | 2017-05-08T22:05:03Z | |
| dc.date.available | 2017-05-08T22:05:03Z | |
| dc.date.copyright | June 2009 | |
| dc.date.issued | 2009 | |
| dc.identifier.other | jhtrcq%2E0000260.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70822 | |
| dc.description.abstract | According to the shortcoming of cement-stabilized macadam that is prone to cracking, by evaluating anti-crack performance of cement-stabilized macadam, choosing a type of cement-stabilized macadam having good anti-crack performance is important to enhance performance of asphalt pavement. After analyzing existing anti-crack evaluation index, the anti-crack evaluation coefficient based on environment and load was put forward. Then, three anti-crack evaluation indexes (the largest dry shrinkage strain, splitting tensile strain, and anti-crack evaluation coefficient) were compared through indoor tests. The research indicates that using anti-crack evaluation coefficient can properly evaluate anti-crack performance of cement-stabilized macadam; (2) the cracking performance of gradation calculated by theory of controlling key sieve percentage is better than the cracking performance from Fuller gradation theory; (3) over loading has significant adverse impact on tensile strain at the bottom of base. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Trial Research on Cement-stabilized Macadam Anti-crack Evaluation Coefficient Based on Environment and Load | |
| dc.type | Journal Paper | |
| dc.journal.volume | 4 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Highway and Transportation Research and Development (English Edition) | |
| dc.identifier.doi | 10.1061/JHTRCQ.0000260 | |
| dc.tree | Journal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001 | |
| dc.contenttype | Fulltext | |