Microscopic Bearing Behavior of Horizontally Loaded Vertical Plate Anchors in Sandy Soil

Table 2

Mechanical parameters of the soil particles.

Name	Friction coefficient μ	The normal stiffness Kn (N/m)	Shear stiffness; Ks (N/m)	Particle radius (mm)	Normal bond strength (N)	Tangential bond strength (N)
The wall	1	1e^8	1e^8	—	—	—
Anchor particles	2.0	1e^10	1e^10	40	1e^30	1e^30
Anchor plate particles	10.0	1e^10	1e^10	40	1e^30	1e^30
Sand particles	6	1e^7	1e^7	10–12	1e^7	1e^7