Presentation Information
[I-392]Comparison with Rockfall Simulation of Full-scale Tests for Rockfall Protective Soil Embankment
*Hiroya Ishihara1, Takurou Nakamura1, Osamu Hatakeyama1, Kenichi Maeda2 (1. Civil Engineering Research Institute for Cold Region, 2. Nagoya Institute of Technology)
Keywords:
numerical analysis,rockfall simulation,rockfall protective soil embankment
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