Table. 8 The 7 d unconfined compressive strength of cement-and fly ash-stabilized materials (MPa).

From: Durability and damage evolution of cement-fly ash stabilized aeolian sand gravel under high-temperature curing and freeze–thaw cycles

Structural layers

Highway classification

Very heavy traffic

Heavy traffic

Medium and light traffic

Base layer

Expressways and first-class highways

5.0 ~ 7.0

4.0 ~ 6.0

3.0 ~ 5.0

Subbase layer

Secondary and subsecondary highways

4.0 ~ 6.0

3.0 ~ 5.0

2.0 ~ 4.0