Saitama City, 338-8570
Japan
Saitama University
Tunnel, face stability, earth pressure, silo effect, logarithmic spiral, limit equilibrium
Sedimentary rock, simple shear test, Anisotropy, water content, strength
tunneling, face stability, Limit Equilibrium Method, prism height estimation, limit support pressure
Subduction-zone, plate boundary rock, deformation anisotropy, isotropic compression
Unsaturated tuff, water transport, strength changes, advection, diffusion
Rock Mass Debris, Slope stability, FEM, Rock Slope Engineering, Down Slope Moving Method, Humidity Bias
Ductile support system, yielding element, tunnel support loading test, installation position