Stress-Strain Relationship of Ca(OH)_𝟐-Activated Hwangtoh Concrete

Figure 10

Typical comparisons of predicted and measured stress-strain curves for various 𝑊/𝐵 ratio and 𝑉_agg values.

(a) Specimen 25–100 (𝑊/𝐵=25%, 𝑉_agg=0%)

(b) Specimen 25–30 (𝑊/𝐵=25%, 𝑉_agg=40%)

(c) Specimen 40–100 (𝑊/𝐵=40%, 𝑉_agg=0%)

(d) Specimen 40–30 (𝑊/𝐵=40%, 𝑉_agg=46.5%)