| contributor author | Khaled Sobhan | |
| contributor author | Braja M. Das | |
| date accessioned | 2017-05-08T21:18:09Z | |
| date available | 2017-05-08T21:18:09Z | |
| date copyright | January 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290899-1561%282007%2919%3A1%2826%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46216 | |
| description abstract | Cementitious stabilization is a common method of ground improvement when weak foundation soils are encountered in practice, and marginal or nonstandard materials such as recycled aggregates are used in civil engineering construction. Long-term durability of stabilized materials becomes an issue, especially when it involves one or more recycled materials with unknown and often questionable properties. The study presented herein investigates the fatigue durability, endurance limit, and damage accumulation process in recycled crushed concrete aggregate stabilized with cement–fly ash mixtures. Results show that the | |
| publisher | American Society of Civil Engineers | |
| title | Durability of Soil–Cements against Fatigue Fracture | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2007)19:1(26) | |
| tree | Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 001 | |
| contenttype | Fulltext | |
