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연약지반상에 축조된 농업용저수지의 과잉공극수압 예측과 압밀계수의 비교

Comparison of Coefficient of Consolidation and Prediction of Excess Pore Water Pressure of Agricultural Reservoir under Embankment on Soft Ground

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참고문헌

주제분류농학

초록

This study was carried out to comparison of coefficient of consolidation and the prediction of excess pore water pressure in agricultural reservoir on soft clay ground. For the purpose of verification of the proposed equation, laboratory model tests and field tests were performed and excess pore water pressure was compared to those predicted with the Terzaghi's method. The predicted excess pore water pressure according to ponding was very applicable to practice because it was close to the observed data. Also, for the comparison of coefficient of consolidation, the oedometer, constant rate of strain (CRS), and Rowe cell tests were performed. The coefficient of consolidation at the Rowe cell and CRS tests showed a greate increase than in the oedometer test. The ratio of the vertical and horizontal coefficient of consolidation showed a large difference according to various tests method and mixing ratio. Therefore, it is recommended that careful attention should be paid to predicting the required consolidation period in agricultural reservoir.

Abstract

This study was carried out to comparison of coefficient of consolidation and the prediction of excess pore water pressure in agricultural reservoir on soft clay ground. For the purpose of verification of the proposed equation, laboratory model tests and field tests were performed and excess pore water pressure was compared to those predicted with the Terzaghi's method. The predicted excess pore water pressure according to ponding was very applicable to practice because it was close to the observed data. Also, for the comparison of coefficient of consolidation, the oedometer, constant rate of strain (CRS), and Rowe cell tests were performed. The coefficient of consolidation at the Rowe cell and CRS tests showed a greate increase than in the oedometer test. The ratio of the vertical and horizontal coefficient of consolidation showed a large difference according to various tests method and mixing ratio. Therefore, it is recommended that careful attention should be paid to predicting the required consolidation period in agricultural reservoir.

참고문헌 (16)

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  5. 이달원, "현장 계측치와 유변학적 모형을 이용한 연약지반의 압밀도 추정", 한국농공학회논문집, 47(2), pp.87~96 (2005), 한국농공학회
  6. Leroueil, S., "Construction pore pressures in clay foundations under embankments. Part I : The Saint-Alban test fills", Canadian Geotechnical Journal, 15(1), pp.54~65 (1978)
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  9. 민학규, "연약지반상에 축조된 저수지 제방의 과잉공극수압 예측", 한국농공학회논문집, 50(2), pp.35~42 (2008), 한국농공학회
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  15. Wissa, A. E. Z., "Analysis of consolidation at constant strain rate", J. of the Soil Mechanics and Foundations Division ASCE, 97(10), pp.1393~1413 (1971)
  16. Zhu, G., "Consolidation modelling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method", Canadian G eotechnical Journal, 38(2), pp.349~363 (2001)

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