| contributor author | Rouzbeh | |
| contributor author | Ghabchi | |
| contributor author | Musharraf | |
| contributor author | Zaman | |
| contributor author | Hasan | |
| contributor author | Kazmee | |
| contributor author | Dharamveer | |
| contributor author | Singh | |
| date accessioned | 2017-05-08T22:06:05Z | |
| date available | 2017-05-08T22:06:05Z | |
| date copyright | August 2015 | |
| date issued | 2015 | |
| identifier other | 26305290.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71356 | |
| description abstract | The current study was undertaken to evaluate the effect of aggregate shape parameters (i.e., angularity, sphericity, form, and texture) and gradation on the permeability of commonly used aggregate bases in Oklahoma. Aggregates used in this study were collected from three different quarries. For each aggregate type, upper and lower limits of three different gradations, modified AASHTO #57, Oklahoma Aggregate Association (OKAA) Type M, and Oklahoma DOT (ODOT) Type A, were selected. Permeability of 18 different combinations of aggregate types and gradations ( | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Shape Parameters and Gradation on Laboratory-Measured Permeability of Aggregate Bases | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000397 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext | |