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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:修正的渗碳仪测试估算静止时的土压力系数

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摘要

A series of experimental trial for estimating the coefficient of earth pressure at rest, K_0, is presented. The developed apparatus is a modified Oedometer covered with pressurized chamber specially designed for K_0 determination based on the principle of effective stress originally proposed by Ohta et al. (1979). K_0 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. K_0 triaxial consolidation is carried out to verify the result of purposed method. K_0 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 K_0 values from empirical equation are also estimated for comparison. It was found that the proposed method gives a comparable K_0 of kaolin to K_0 triaxial consolidation method but somewhat higher than those from empirical equations and lower than K_0 obtained using Oedometer.
机译:提出了一系列估算静止土压力系数K_0的实验性试验。研制的设备是一种改进的里程计,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K_0测定的。 (1979)。 K_0主要是通过称重传感器从辅助设备中估算出来的,而孔隙压力传感器则是辅助设备,目的是确定测试结果。进行K_0三轴固结以验证目标方法的结果。使用Oedometer测试在两个样本上获得K_0值,其中两个样本是水平获取的,另一个是从块样本垂直获取的,还估算了经验公式的K_0值以进行比较。发现所提出的方法给出了与K_0三轴固结法相当的高岭土K_0,但是比根据经验方程式的那些高,但低于使用Oedometer获得的K_0。

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