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

[OS-7-08] Spring-Supported Newmark Model (SSNM) for Earthquake-Induced Slope Failure

*Takaji Kokusho¹, Tomohiro Ishizawa² (1. Chuo university, 2. NIED)

キーワード：Newmark slope sliding model, yield displacement, yield acceleration overshoot, friction angle