Durability of Modified Expanded Polystyrene Concrete after Dynamic Cyclic Loading

Table 1

Proportion of EPS concrete mixes.

EPS volume ratio%	Design type	Water/; cement ratio%	Cement; kg/m^3	River sand; kg/m^3	Gravel; kg/m^3	Water; kg/m^3	Silica fume; kg/m^3	Superplasticizer; kg/m^3	Polymer emulsion; kg/m^3	hydroxypropyl cellulose; kg/m^3
0	No replacing	32	538	542	1152	172	26.9	8.07	8.07	2.69
0.2	Replace the concrete	32	430	434	922	138	21.52	6.456	6.456	2.152
0.2	Replace the gravel only	32	538	542	662	172	26.9	8.07	8.07	2.69
0.3	Replace the concrete	32	375	380	808	120	18.75	5.625	5.625	1.875
0.3	Replace the gravel only	32	538	542	662	172	26.9	8.07	8.07	2.69
0.4	Replace the concrete	32	323	325	691	103	16.14	4.842	4.842	1.614
0.4	Replace the gravel only	32	538	542	172	172	26.9	8.07	8.07	2.69