| contributor author | A. R. Gabr | |
| contributor author | D. A. Cameron | |
| date accessioned | 2017-05-08T21:56:17Z | |
| date available | 2017-05-08T21:56:17Z | |
| date copyright | October 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000731.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67091 | |
| description abstract | This paper presents the development towards a constitutive relationship for permanent strain using repeated load triaxial testing (or RLTT) data under various stress regimes for three granular materials prepared to a single level of compaction and at different levels of moisture content. For each sample investigated, initial permanent strain models were developed. A predictive model ( | |
| publisher | American Society of Civil Engineers | |
| title | Permanent Strain Modeling of Recycled Concrete Aggregate for Unbound Pavement Construction | |
| type | Journal Paper | |
| journal volume | 25 | |
| journal issue | 10 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000697 | |
| tree | Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010 | |
| contenttype | Fulltext | |
