落石、海底地すべり、他

[13-8-4-04] Size effects of rockfall protective soil embankment under static loading

*Keisuke Kondo¹, Kenichi Maeda¹, Ryoya Isoai¹, Aya Kimura¹, Takuro Nakamura², Yuki Kikuchi³, Naoto Naito⁴ (1. Nagoya Institute of Technology, 2. Civil Engineering Research Institute for Cold Region, 3. Koken Engineering, 4. Toyohashi University of Technology)

Keywords:static loading test, size effects, passive earth pressure