| contributor author | Mohamed K. Ismail | |
| contributor author | Assem A. A. Hassan | |
| date accessioned | 2017-05-08T22:28:10Z | |
| date available | 2017-05-08T22:28:10Z | |
| date copyright | January 2016 | |
| date issued | 2016 | |
| identifier other | 45895148.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81123 | |
| description abstract | An experimental investigation was conducted to study the development of self-consolidating rubberized concrete (SCRC) with improved flowability, passing ability, stability, and strength for multiple structural applications. The investigation particularly aimed to maximize the percentage of used crumb rubber (CR) in SCRC while minimizing the reduction in strength and stability of the developed mixtures. The experimental test parameters included CR percentage (0–50% by volume of sand), binder content ( | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Mixture Composition and Type of Cementitious Materials on Enhancing the Fresh Properties and Stability of Self-Consolidating Rubberized Concrete | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0001338 | |
| tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001 | |
| contenttype | Fulltext | |