| contributor author | Emad Kassem | |
| contributor author | Lubinda Walubita | |
| contributor author | Tom Scullion | |
| contributor author | Eyad Masad | |
| contributor author | Andrew Wimsatt | |
| date accessioned | 2017-05-08T21:15:27Z | |
| date available | 2017-05-08T21:15:27Z | |
| date copyright | December 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290887-3828%282008%2922%3A6%28408%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44592 | |
| description abstract | In the past few years, a number of full-depth or perpetual pavements have been designed and constructed in the State of Texas. A study was conducted to examine the quality of the compaction of the thick asphalt layers within these pavements using advanced forensic tools such as X-ray computed tomography (X-ray CT) and ground penetrating radar (GPR). The GPR is a nondestructive tool for evaluating the uniformity of density in pavements at highway speed. X-ray CT is a laboratory tool that is used to conduct detailed analysis of air void distribution and uniformity in asphalt pavement cores. This paper presents the results of analyzing one of the perpetual pavements constructed in State Highway 114 (SH-114). In this project, two different structural asphalt pavement sections were placed, one included a | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Full-Depth Asphalt Pavement Construction Using X-Ray Computed Tomography and Ground Penetrating Radar | |
| type | Journal Paper | |
| journal volume | 22 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)0887-3828(2008)22:6(408) | |
| tree | Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006 | |
| contenttype | Fulltext | |
