수두손실률, 투수계수 및 공극비의 상호관계를 통한 제체의 다짐상태 평가
The Estimation of Compacted State on Sea Dike Embankment with the Interrelationships Between the Hydraulic Head Loss Rate, the Hydraulic Conductivity and the Void Ratio
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초록
In this study the laboratory test for hydraulic conductivity and the seepage analysis with finite element method on measurement section of sea dikeembankment were performed for the purpose of estimating the relative density of embankment from the measured pore water pressures, and both resultsof the test and the analysis were coupled with the method of estimating seepage blocking state with the hydraulic head loss rate in sea dike embankment. The relationship of void ratio vs hydraulic head loss rate was obtained by setting hydraulic conductivity as common ordinate on the relationships betweenthe void ratio and the hydraulic conductivity and between the hydraulic conductivity and the hydraulic head loss rate. The void ratio on the segmentbetween measuring points was calculated from the coupled relationship of the void ratio vs the hydraulic conductivity. The allowable upper and lowerlimits of hydraulic head loss rate and those of void ratio on the safety were generated from the coupled relationship between the laboratory compactiontest and the sedimentation test. Current hydraulic head loss rate and void ratio were evaluated in the allowable range between upper and lower limits.
Abstract
In this study the laboratory test for hydraulic conductivity and the seepage analysis with finite element method on measurement section of sea dikeembankment were performed for the purpose of estimating the relative density of embankment from the measured pore water pressures, and both resultsof the test and the analysis were coupled with the method of estimating seepage blocking state with the hydraulic head loss rate in sea dike embankment. The relationship of void ratio vs hydraulic head loss rate was obtained by setting hydraulic conductivity as common ordinate on the relationships betweenthe void ratio and the hydraulic conductivity and between the hydraulic conductivity and the hydraulic head loss rate. The void ratio on the segmentbetween measuring points was calculated from the coupled relationship of the void ratio vs the hydraulic conductivity. The allowable upper and lowerlimits of hydraulic head loss rate and those of void ratio on the safety were generated from the coupled relationship between the laboratory compactiontest and the sedimentation test. Current hydraulic head loss rate and void ratio were evaluated in the allowable range between upper and lower limits.
참고문헌 (17)
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