Investigation of Flexural Capacity of Concrete Containing Liquid Silicone Rubber

Table 4

Concrete mixture proportions.

Specimen	Water (Lit)	Cement (kg/m^3)	Gravel-sand G/S	Liquid silicone rubber (kg/m^3)	Coarse aggregate (kg/m^3)	Fine aggregate (kg/m^3)	Moisture of gravel (%)	Moisture of sand (%)
LF-G0S0	224	350	1.1	0.00	942.86	857.14	3	4
LF-G1S1	231	350		12.67	933.43	848.57	3	3.2
LF-G2S2	240	350		25.34	924.00	840.00	2	3
LF-G4S4	204	350		50.69	905.14	822.86	4	5
LF-G12.5S12.5	216	350		158.40	825.00	750.00	3	4
LF-G25S25	187	350		316.79	707.14	642.86	5	5
LF-G50S50	184	350		633.59	471.43	428.57	4	4.5
HF-G0S0	218	350	0.7	0.00	741.16	1058.80	4	4
HF-G1S1	238	350		12.66	733.75	1048.21	4	1.3
HF-G2S2	240	350		25.31	726.34	1037.62	3.2	2
HF-G4S4	236	350		50.62	711.51	1016.45	3.2	2.3
HF-G12.5S12.5	226	350		158.19	648.52	926.45	3	3.1
HF-G25S25	224	350		316.39	555.87	794.10	2.1	3
HF-G50S50	204	350		632.77	370.58	529.40	2	2.5