Dynamic Response of Rock Slopes under Obliquely Incident Seismic Waves

Table 2

Maximum velocity response and error of monitoring point at different incident angles.

Direction of incidence	Observation point	Numerical solution (m/s)	Analytic solution (m/s)	Relative error (%)
0° incidence	C	1.0031	1.0000	0.31
	B	1.0040	1.0000	0.4
	A	1.9991	2.0000	0.045
15° incidence	C	0.9681	0.9659	0.22
	B	0.9682	0.9654	0.29
	A	1.9040	1.8926	0.60
30° incidence	C	0.8645	0.8660	0.17
	B	0.8739	0.8659	0.92
	A	1.7428	1.7312	0.67