Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift

Table 2

Mix proportion and material properties.

Mix proportion
Gypsum	Mineral powder	Fiber	Water	Retarder	Water reducer
1	0.55	0.0025	0.5	0.005%	1%
Material properties
Density	Young’s modulus		Compressive strength		Bending strength
1800 kg/m^3	2765 Mpa		3.8 Mpa		0.85 Mpa