Soft Schemes for Earthquake-Geotechnical Dilemmas

Table 2

Database used to construct the ML model.

Dataset	Input attributes	Number of selected instances
	𝑍NAF (m), 𝑍TOPLAYER (m),
1	𝐻(m), 𝜎^′𝑉 (KPa), 𝜎𝑉 (KPa),	181 (Andrus and Stokoe, 1997, 2000) [20, 21]
	𝑆𝑇, 𝑉𝑆 (m/s), 𝑀, 𝑎max (g)
	𝑍TOPLAYER (m), 𝑅𝑓 (%),
2	𝜎^′𝑉 (KPa), 𝑞𝐶 (MPa),	226 (Juang et al.,1999; Juang, 2003) [9, 22]
	𝑀, 𝑎max(g)