연약지반상에 축조된 저수지 제방의 과잉공극수압 예측
Prediction of Excess Pore Water Pressure of Reservoir Embankment on Soft Ground
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Abstract
A theoretical equation was proposed to consider the effect of ponding for the excess pore water pressure in agricultural reservoir on soft clay ground. The value of excess pore water pressure predicted using the proposed respectively, for the purpose of verification. The degre of consolidation according to ponding predicted by apply-ing the proposed equation was close to the observed degree of consolidation on the double drainage condition(at DP-3) but it was less than the observed degre of consolidation on the single drainage condition(at DP-5). The equa-tion was very applicable to practice because the analysis result by the equation was close to the observed data.ricultural reservoir, Degree of consolidation
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