Low cement/fly ash blends for modification of Crushed Rock Base material
Crushed Rock Base (CRB) material sometimes needs to be modified typically due to the moisture susceptibility. Resilient modulus is the dominant design parameter of unbound materials and should be high enough to avoid distress or failure of a pavement. In Western Australia (WA), some modification met...
| Main Authors: | , , |
|---|---|
| Format: | Journal Article |
| Published: |
Chinese Society of Pavement Engineering
2018
|
| Online Access: | http://hdl.handle.net/20.500.11937/71167 |