土・水連成有限要素解析によるローム土宅地地盤の圧密沈下予測

抄録

Soil-water coupled finite element analysis code 'CAMBIOT3D' was used to predict consolidation behavior around residential land. Analytical one-dimensional consolidation behavior was agreed well with theoretical one. Deformation and pore water pressure around cut land, filled land and cut and filled land could be calculated respectively well. Differential settlement had occurred more seriously on the boundary of cut and filled area than cut-only or filled-only one.