| contributor author | Praveen Kumar | |
| contributor author | Satish Chandra | |
| contributor author | R. Vishal | |
| date accessioned | 2017-05-08T21:18:04Z | |
| date available | 2017-05-08T21:18:04Z | |
| date copyright | August 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290899-1561%282006%2918%3A4%28576%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46166 | |
| description abstract | California Bearing Ratio (CBR) and static and cyclic triaxial tests were conducted on the four most frequently encountered local materials—fly ash, coarse sand, stone dust, and river bed material (RBM)—for their use in the subbase layer of a flexible pavement. The CBR of stone dust was the maximum value of all, but its behavior under dynamic load in triaxial tests was inferior to that of the other materials. Fly ash has low CBR, but better stress-strain behavior than stone dust. The results show that RBM is the best material for use in the subbase layer as it had good CBR, high | |
| publisher | American Society of Civil Engineers | |
| title | Comparative Study of Different Subbase Materials | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2006)18:4(576) | |
| tree | Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 004 | |
| contenttype | Fulltext | |
