斜面 (5)

[III-138] Loading capacity estimation of rockfall protective soil embankment by passive earth pressure and soil mass resistance

*Keisuke Kondo¹, Kenichi Maeda¹, Ryoya Isoai¹, Aya Kimura¹, Takuro Nakamura², Yuji Ushiwatari³, Naoto Naito⁴ (1. Nagoya Institute of Technology, 2. Civil Engineering Research Institute for Cold Region, 3. Koken Engineering, 4. Toyohashi University of Technology)

Keywords:rockfall, rockfall protective soil embankment, static loading test, passive earth pressure, destruction properties, ultimate load