Skip to main content
International Journal of Concrete Structures and Materials

Table 4 Mixing procedures and time for RFA concrete.

From: Mechanical Behavior of Recycled Fine Aggregate Concrete with High Slump Property in Normal- and High-Strength

 

Stage I

Stage II

Stage III

Aggregates (s)

Aggregates + binder (s)

Aggregates + binder + water + chemical admixtures (s)

NS concrete

30

30

90

HS concrete

30

30

180

Back to article page