傾斜진 荷重이 作用하는 軟弱地盤의 壓密沈下量 算定에 관한 硏究
A Study on Determination of Consolidation Settlement in Soft Ground with the Titled Load
경사진 하중 연약지반 압밀침하량 산정;
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This study determined consolidation settlement in soft ground with the tilted load by means of Terzaghi's one-dimensional consolidation theory and FEM. It was also compared with a measure value. The conclusions are summarized in the following. 1) The consolidation settlement from Terzagh's one-dimensional consolidation theory differ considerably from the measure value, but showed almost similar to that from FEM. 2) Terzaghi's one-dimensional consolidation theory showed variable consolidation settlement according to methods to obtain △p. 3) Consolidation settlement determined by FEM turned out to better evaluate the field settlement than Terzaghi's one-dimensional consolidation theory does.