Figure 1. Idealized Stress – Strain Curves (Note: -Control – 100% Slag Cement, A – 10% Slag cement replaced with crushed limestone, B – 20% Slag cement replaced with crushed limestone)

From

Crushed Limestone Waste as Supplementary Cementing Material for High Strength Concrete

Tahir Kibriya

American Journal of Civil Engineering and Architecture. 2017, 5(3), 93-97 doi:10.12691/ajcea-5-3-3