Presentation Information

4:54 PM - 5:06 PM JST(7:54 AM - 8:06 AM UTC)

[OS-18-08]Simulation of the Ultimate Bearing Capacity of a Spread Foundation on Sandy Soils: Rigid Plastic FEM Approach with Inclined Load and Size Effect Incorporating Stress-Dependent Non-Linear Yield Function

*Kazuhiro Kaneda¹, Masamichi Aoki², Satoru Ohtsuka³ (1. Chiba Institute of Technology, 2. Takenaka Corporation, 3. Nagaoka University of Technology)

ultimate bearing capacity,RPFEM,seismic intensity method,inclined and moment load,size effect