Response Analysis of the Free Field under Fault Movements

Table 1

The soil parameters.

Soil type	Dry sand	Clay
(t/m^3)	1.7	1.8
E (MPa)
	0.3	0.35
C (kPa)	0	2H
(kPa)	—	H
(°)	35	0
(°)	25	—
(°)	15	0
(°)	0	—
e (%)	10	—