Evaluation of Seismic Site Amplification Using 1D Site Response Analyses at Ba Dinh Square Area, Vietnam

Table 1

Soil properties of the investigated site.

Layer no.	Material type	Thickness (m)	Depth (m)	Density (kg/m^3)	Shear wave velocity (m/s)
1	Fill	2.8	2.8	1650	100
2	Sandy clay	5.7	8.5	1700	184
3	Clayey sand	3.5	12	1800	152
4	Clayey sand	6	18	1800	184
5	Sand	7	25	1900	214
6	Sand	4	29	1900	260
7	Sand	5.5	34.5	1900	304
8	Bedrock	—	—	2250	800