施工技術 (1)

[VI-150] Construction of one of the largest residential embankments in Japan with a maximum height of 48m - Part 2: FEM Consolidation and Deformation Analysis and Hyperbolic Method to Predict Settlement

*Yusuke Tadano¹, Naoto Miyazaki¹, Takao Iwasaki¹, Naoki Omukai², Tetsuya Muno² (1. TAISEI Corporation, 2. OYO Corporation)

Keywords:Inagi sand, Kanto loam, Embankment, Sekiguchi-Ohta model, Hyperbolic Settlement Prediction Method