| contributor author | Nader Ghafoori | |
| contributor author | Shivaji Dutta | |
| date accessioned | 2017-05-08T21:16:51Z | |
| date available | 2017-05-08T21:16:51Z | |
| date copyright | August 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290899-1561%281995%297%3A3%28183%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45419 | |
| description abstract | In this study the physical and engineering characteristics of various no-fines concrete mixtures are investigated. No-fines concrete mixtures subjected to impact compaction are studied under unconfined compression, indirect tension, and static modulus of elasticity; and the results are interpreted as functions of mixture proportions. The effect of impact-compaction energies, consolidation techniques, mixture proportions, curing types, and testing conditions on physical and engineering properties are presented. The abrasion characteristics and resistance to freezing and thawing of no-fines concrete are also discussed. It was found that the strength of no-fines concrete is strongly related to its mixture proportion and compaction energy. A sealed compressive strength of 20.7 MPa (3,000 psi) can readily be achieved with an aggregate cement ratio of 4.5:1 or less and a minimum compaction energy of 165 J/m | |
| publisher | American Society of Civil Engineers | |
| title | Laboratory Investigation of Compacted No-Fines Concrete for Paving Materials | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1995)7:3(183) | |
| tree | Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003 | |
| contenttype | Fulltext | |
