Compressive Mechanical Properties of a Novel Recycled Aggregate Concrete with Recycled Lightweight Aggregate

Figure 13

Comparison of the measured and calculated stress-strain curves. (a) γ = 0%. (b) γ = 25%. (c) γ = 50%. (d) γ = 75%. (e) γ = 100%.

(a)

(b)

(c)

(d)

(e)