落石

[23-13-3-04] Deformation behavior and impact resistance of rockfall protective soil embankments of different materials under impact loading

*KEISUKE KONDO¹, Aya Kimura¹, Yoshiyuki Oguri¹, Kenichi Maeda¹, Takuro Nakamura², Kentaro Suzuki³, Naoto Naito⁴, Tomoki Kawarai⁵ (1. Nagoya Institute of Technology, 2. Civil Engineering Research Institute for Cold Region, 3. Koken Engineering, 4. Toyohashi University of Technology, 5. Muroran Institute of Technology )

Keywords:rockfall protective soil embankment, impact loading test, shear deformation