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학술저널

水位變化時 假護岸堤의 浸透擧動

Seepage Behavior for Tidal Dike

The considerations of nagative pore pressure is difficult to analyze of the tidal dike as a function of influence of tidal variations, but The nagative pore pressure is ionpor tant in the stahility of soil structures. In this study it is analized total head, pore pressure and velocity vector distributions of the tidal dike in Kun San. The results of this study obtainted that a good picture of total head and pore pressure varitions in the tidal dike as a function of external tidal variations. Also it should be recognize that the free water surface is not a boundary contion but a line that pore pre5sure 13 zero.

1.序論

2.이론고찰

3.結果分析 및 考察

4.結論

REFERENCE

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