Determination of the Optimum Conditions for Gilsonite and Glass Fiber in HMA under Mixed Mode I/III Loading in Fracture TestsSource: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007DOI: 10.1061/(ASCE)MT.1943-5533.0002278Publisher: American Society of Civil Engineers
Abstract: This study used the Taguchi method to determine optimum conditions for Gilsonite and glass fibers as modifier materials in hot mix asphalt (HMA) by conducting the mixed Mode I/III fracture test. These modifier materials were used under different experimental parameters. The parameters and their levels were angle of fracture (α=3° and 45°), nominal maximum aggregate size (9.5, 12.5, and 19 mm), air void content (4, 7, and 1%), Gilsonite content (6, 12, and 18%, as percentage of binder weight), glass fiber content (.1, .2, and .3%, as percentage of aggregate weight), glass fiber length (3, 8, and 12 mm), and experimental temperature (Θ=, −15, and −3°C). The optimum conditions for experimental parameters were fracture angle (α=45°), air void content (4%), nominal maximum aggregate size (9.5 mm), Gilsonite content (6%), glass fiber weight (.3%), glass fiber length (12 mm), and experimental temperature (Θ=−15°C).
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| contributor author | Khanghahi Siyab Houshmandi;Tortum Ahmet | |
| date accessioned | 2019-02-26T07:46:03Z | |
| date available | 2019-02-26T07:46:03Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29MT.1943-5533.0002278.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4249221 | |
| description abstract | This study used the Taguchi method to determine optimum conditions for Gilsonite and glass fibers as modifier materials in hot mix asphalt (HMA) by conducting the mixed Mode I/III fracture test. These modifier materials were used under different experimental parameters. The parameters and their levels were angle of fracture (α=3° and 45°), nominal maximum aggregate size (9.5, 12.5, and 19 mm), air void content (4, 7, and 1%), Gilsonite content (6, 12, and 18%, as percentage of binder weight), glass fiber content (.1, .2, and .3%, as percentage of aggregate weight), glass fiber length (3, 8, and 12 mm), and experimental temperature (Θ=, −15, and −3°C). The optimum conditions for experimental parameters were fracture angle (α=45°), air void content (4%), nominal maximum aggregate size (9.5 mm), Gilsonite content (6%), glass fiber weight (.3%), glass fiber length (12 mm), and experimental temperature (Θ=−15°C). | |
| publisher | American Society of Civil Engineers | |
| title | Determination of the Optimum Conditions for Gilsonite and Glass Fiber in HMA under Mixed Mode I/III Loading in Fracture Tests | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 7 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0002278 | |
| page | 4018130 | |
| tree | Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007 | |
| contenttype | Fulltext |