Anchor Dragging Analysis of Rock-Berm Using Smoothed Particle Hydrodynamics Method

Table 6

Maximum von-Mises stresses at gauge points when dragging velocity is 2 m/s.

Gauge point	Max. von-Mises stress (kPa)
A1	0.0028
A2	0.5250
A3	1.0080
A4	0.3650
B1	1.2140
B2	2.2410
B3	2.2850
C1	3.4890
C2	3.3200
D1	4.4960
D2	4.0750