| contributor author | Pranshoo Solanki | |
| contributor author | Naji Khoury | |
| contributor author | M. M. Zaman | |
| date accessioned | 2017-05-08T21:18:36Z | |
| date available | 2017-05-08T21:18:36Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290899-1561%282009%2921%3A12%28749%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46503 | |
| description abstract | A laboratory study was undertaken to evaluate the effectiveness of different percentages of hydrated lime, class C fly ash (CFA), and cement kiln dust (CKD) as soil stabilizers. Cylindrical specimens were compacted and cured for 28 days in a humidity room having a constant temperature and controlled humidity. At the end of the curing period, specimens were tested for resilient modulus | |
| publisher | American Society of Civil Engineers | |
| title | Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust | |
| type | Journal Paper | |
| journal volume | 21 | |
| journal issue | 12 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2009)21:12(749) | |
| tree | Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012 | |
| contenttype | Fulltext | |
