[OS-7] Slope, embankment, dams and landfills 2

[OS-7-02] The effect of joint orientation and spacing on the dynamic stability of persistently-jointed rock slopes

*Lorne Arnold Arnold¹, Joseph Wartman², Mary MacLaughlin³, David Keefer⁴ (1. University of Washington, Tacoma, 2. University of Washington, Seattle, 3. Montana Tech, 4. University of Maine)

キーワード：Rock slope, Bonded Particle Model, Discrete Element Method, Rock joints