Shock and Vibration / 2016 / Article / Tab 1

Research Article

Durability of Modified Expanded Polystyrene Concrete after Dynamic Cyclic Loading

Table 1

Proportion of EPS concrete mixes.

EPS volume ratio%Design typeWater/
cement ratio%
Cement
kg/m3
River sand
kg/m3
Gravel
kg/m3
Water
kg/m3
Silica fume
kg/m3
Superplasticizer
kg/m3
Polymer emulsion
kg/m3
hydroxypropyl cellulose
kg/m3

0No replacing32538542115217226.98.078.072.69

0.2Replace the concrete3243043492213821.526.4566.4562.152

0.2Replace the gravel only3253854266217226.98.078.072.69

0.3Replace the concrete3237538080812018.755.6255.6251.875

0.3Replace the gravel only3253854266217226.98.078.072.69

0.4Replace the concrete3232332569110316.144.8424.8421.614

0.4Replace the gravel only3253854217217226.98.078.072.69