| contributor author | Gunasekara Chamila;Setunge Sujeeva;Law David W.;Willis Nick;Burt Trevor | |
| date accessioned | 2019-02-26T07:33:20Z | |
| date available | 2019-02-26T07:33:20Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29MT.1943-5533.0002501.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4247847 | |
| description abstract | This paper reports a novel methodology to manufacture geopolymer coarse aggregate (GPA) using low calcium fly ash. The developed methodology is outlined together with a systematic experimental study undertaken to examine a viable manufacturing process for GPA production and the consideration of key mechanical properties and durability characteristics of GPA concrete up to 9 days. GPA with a dry compressive strength in excess of 5 MPa can be manufactured using a solid cylindrical mould with compression applied using a cylindrical piston. The key mechanical properties investigated for GPA concrete demonstrate a good correlation with the compressive strength to conventional crushed aggregate concrete. Concrete with mean compressive strength up to 37 MPa can be produced using the innovative GPA concrete. The GPA concrete demonstrates low water and air permeability indicating that the material is a high-quality concrete with a dense pore structure. Overall, GPA investigated in this research shows potential as a lightweight coarse aggregate in portland cement concrete, with the significant additional benefit of addressing and reducing the environmental impact of fly ash from coal fired power generation. | |
| publisher | American Society of Civil Engineers | |
| title | Engineering Properties of Geopolymer Aggregate Concrete | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 11 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0002501 | |
| page | 4018299 | |
| tree | Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011 | |
| contenttype | Fulltext | |