Evaluation of soil condition assumed in stress analysis during excavation of deep cylindrical earth retaining wall in consolidated silt layer

3:20 PM - 3:30 PM

[III-64] Evaluation of soil condition assumed in stress analysis during excavation of deep cylindrical earth retaining wall in consolidated silt layer

*Takashi Arita¹, Takashi Miura¹, Makoto Yasuhara¹, Naoyuki Yoshioka¹, Takashi Tamura¹ (1. Central Japan Railway Company)

Keywords:deep underground, earth retaining wall, verification measurement, Kazusa layer, soil pressure of self-sustaining ground, rebar stress

Please log in with your participant account.
» Participant Log In