Experimental Study on Effect of Recycled Reinforced Concrete Waste on Mechanical Properties and Structural behaviour of the Sandy Soil

International Journal of Concrete Structures and Materials

Table 2 Properties of tested mixtures

Sample	D₁₀ (mm)	D₅₀ (mm)	D₆₀ (mm)	Cu	Cc	Gs	BD (kN/m³)	MDD (kN/m³)	OMC (%)
RC00	0.22	0.62	0.700	3.19	2.2	2.67	14.4	18.6	16
RC05	0.1926	0.6574	0.7481	3.5	1.9	2.65	14.55	18.7	15.6
RC10	0.195	0.6177	0.728	3.7	1.5	2.63	14.6	19.1	15.1
RC15	0.222	0.6398	0.7744	3.8	1	2.62	14.75	19.1	14.3
RC20	0.232	0.6412	0.75	3.9	0.6	2.61	14.8	19.6	13.9
RC25	0.222	0.592	0.7435	3.95	0.5	2.58	14.95	20	13.5
RC30	0.24	0.6926	0.8493	4	0.4	2.57	15	20.5	12.9
RC40	0.222	0.6398	0.7744	4.2	0.38	2.54	15.3	20.7	12.4
RC50	0.236	1.008	1.230	4.3	0.36	2.52	15.5	20.9	12.1
RC100	0.63	7.36	8.990	14	0.16	2.5	14.05	21	9.5