| contributor author | Debakanta Mishra | |
| contributor author | Erol Tutumluer | |
| date accessioned | 2017-05-08T21:55:55Z | |
| date available | 2017-05-08T21:55:55Z | |
| date copyright | September 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000531.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66877 | |
| description abstract | This paper presents findings from a recently completed research study at the University of Illinois aimed at investigating the effects of aggregate type and quality on mechanistic pavement response and rutting performance with implications to over 2.6 million km (1.6 million miles) of unsurfaced roads in the United States. Three aggregate types, crushed limestone, crushed dolomite, and uncrushed gravel, were tested in the laboratory for resilient modulus ( | |
| publisher | American Society of Civil Engineers | |
| title | Aggregate Physical Properties Affecting Modulus and Deformation Characteristics of Unsurfaced Pavements | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 9 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000498 | |
| tree | Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 009 | |
| contenttype | Fulltext | |