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)
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Keywords:

numerical analysis,rockfall simulation,rockfall protective soil embankment

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