| contributor author | P. Laplante | |
| contributor author | P.‐C. Aitcin | |
| contributor author | D. Vézina | |
| date accessioned | 2017-05-08T21:16:36Z | |
| date available | 2017-05-08T21:16:36Z | |
| date copyright | February 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290899-1561%281991%293%3A1%2819%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45248 | |
| description abstract | The abrasion resistance of 12 concretes is compared with the ASTM C779‐82 (procedure C) testing method. Four different types of aggregates were used; their source rocks are completely characterized in terms of compressive strength, modulus of elasticity, Los Angeles loss, and abrasion resistance. The first series of air‐entrained concretes show that while silica fume can slightly improve concrete abrasion resistance, coarse aggregate nature is more significant. The second series, focusing on the effect of water/cementitious ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Abrasion Resistance of Concrete | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1991)3:1(19) | |
| tree | Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 001 | |
| contenttype | Fulltext | |
