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首页> 外文期刊>Soils and foundations >ESTIMATION OF COEFFICIENT OF EARTH PRESSURE AT REST USING MODIFIED OEDOMETER TEST
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ESTIMATION OF COEFFICIENT OF EARTH PRESSURE AT REST USING MODIFIED OEDOMETER TEST

机译:改进的渗碳仪测试估算静止时的土压力系数

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References(56) A series of experimental trial for estimating the coefficient of earth pressure at rest, K0, is presented. The developed apparatus is a modified Oedometer covered with pressurized chamber specially designed for K0 determination based on the principle of effective stress originally proposed by Ohta et al. (1979). K0 is estimated from the developed apparatus primarily by means of load cell and auxiliary by means of pore pressure transducer aiming at confirming the test results. K0 triaxial consolidation is carried out to verify the result of purposed method. K0 values are obtained using Oedometer tests on two samples one of which is taken horizontally and the other is taken vertically from a block sample and K0 values from empirical equation are also estimated for comparison. It was found that the proposed method gives a comparable K0 of kaolin to K0 triaxial consolidation method but somewhat higher than those from empirical equations and lower than K0 obtained using Oedometer.
机译:参考文献(56)提出了一系列估算静止土压力系数K0的实验性试验。研制的设备是一种改进的里程表,其覆盖有加压室,该加压室是根据Ohta等人最初提出的有效应力原理专门设计用于K0测定的。 (1979)。 K0主要通过称重传感器和辅助工具(通过孔隙压力传感器)从已开发的设备中估算出来,旨在确认测试结果。进行K0三轴固结以验证目标方法的结果。使用Oedometer测试在两个样本中获得K0值,其中两个样本是水平获取的,另一个样本是从块样本垂直获取的,还估算了经验方程式的K0值以进行比较。发现所提出的方法给出的高岭土的K0与三轴固结法的K0相当,但比经验方程式的高,但低于用Oedometer获得的K0。

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