|
|
|
한국도로학회 / v.1, no.2, 1999년, pp.135-154 
|
( EVALUATION OF SLAG MIXTURE PROPERTIES USING GYRATORY COMPACTOR ) |
| ; ;
|
|
|
 |
|
| |
| 초 록 |
|
|
| Compaction of asphalt pavement is one of the important processes to make good quality one. There are many laboratory-compaction methods to simulate field compaction, including Marshall compaction, Hveem compaction, gyratory compaction, and etc. The most common method used to determine the fundamental properties of asphalt mixture for design is Marshall method which is using impact energy. However, there is major difference between field compaction using kneading compaction and Marshall compaction using impact energy. Therefore, the gyratory compactor, which currently is the best to simulate the field compaction, was employed. The fundamental properties of asphalt specimen compacted by gyratory compactor and Marshall compactor were determined using laboratory test. From the tests, slag mixture with carbon black or pyrolyzed carbon black showed better performances, such as, in low susceptibility to temperature, high resistance against water and rutting, and high resilient modulus and indirect tensile strength. |
| |
| 키워드 |
| Marshall and gyratory compaction;initial compaction;traffic compaction; |
| |
|
|
|
|
한국도로학회논문집 / v.1, no.2, 1999년, pp.135-154
한국도로학회
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199915637532975)
언어 : 영어 |
|
| 논문 제공 : KISTI 한국과학기술정보연구원 |
|
|
|
|
|
|
