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A Modified Oedometer Setup for Simultaneously Measuring Hydromechanical Stress-Strain Paths for Soils in the Unsaturated State

机译:同时测量非饱和状态土壤的流体力学应力-应变路径的改进的里程表设置

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This article reports a modified setup for an automatic oedometer apparatus that was designed at the Universite de Sherbrooke, Quebec, Canada. The proposed setup can be used to simultaneously measure the superimposed volume change of a soil specimen caused by mechanical loading and suction imposition along with continuous measurement of water exchange. The combined use of air and water volume/pressure controllers allows the operator to use the axis translation technique to impose matric suction. The setup can also be used to carry out the conventional negative water column technique using a single burette or the water volume/ pressure controller to apply suction within the range of 0 kPa to 25 kPa under atmospheric air pressure conditions. A modified Tempe cell was designed to ensure the airtightness of the cell and enhance the freedom of the specimens to move vertically during one-dimensional loading and soil-water retention tests, which is particularly of interest for practical cases in which accurate vertical deformation measurement (as low as 0.02 %) is required. Details of the calibration and test procedures are described and discussed. The test results of reconstituted specimens of a fine sand mixture and Ascot Corner silt are also presented to demonstrate the key features of the modified apparatus.
机译:本文报告了一种改进的自动里程表设备的设置,该设备是在加拿大魁北克的舍布鲁克大学设计的。所提出的设置可用于同时测量由机械载荷和吸力引起的土壤样品的叠加体积变化,以及连续测量的水交换。空气和水的体积/压力控制器的组合使用,使操作员可以使用轴平移技术施加矩阵吸力。该装置还可以用于执行传统的负水柱技术,使用单个滴定管或水量/压力控制器在大气压力条件下施加0 kPa至25 kPa范围内的吸力。经过设计的改良Tempe池可确保池的气密性,并提高样品在一维加载和土壤保水测试期间垂直移动的自由度,这对于实际情况尤其有用,在实际情况下,需要进行精确的垂直变形测量(要求低至0.02%)。描述和讨论了校准和测试程序的细节。还显示了细砂混合物和Ascot Corner粉砂重建样品的测试结果,以证明改进后的仪器的关键特性。

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