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Horizontal coefficient of consolidation from inward- and outward-flow tests

机译:流入和流出测试的水平固结系数

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Vertical drains are widely used to accelerate the consolidation of soft clay deposits when preloading is used as a ground-improvement technique. Barron's theory is generally used for the design of vertical drains. One of the important input parameters required in Barron's theory is the coefficient of horizontal consolidation, c_h. A reliable estimate of c_h is, therefore, necessary for proper design. The values of c_h can be determined by the radial-consolidation test, using either a central sand drain or a porous plastic peripheral drain. This paper compares the results of the radial-consolidation tests conducted using a 100 mm dia. Rowe consolidation cell under radially inward or radially outward flow conditions. The influence of the diameter of the sand drain (namely, 10, 15 or 50 mm) was also studied. It was found that the radially outward-consolidation test gave lower values of c_h compared to the radially inward test. Also, it was observed that the measured values of c_h decreased as the perimeter of the drainage boundary increased.
机译:当预压用作地面改良技术时,垂直排水被广泛用于加速软粘土沉积物的固结。巴伦理论通常用于垂直排水管的设计。 Barron理论要求的重要输入参数之一是水平固结系数c_h。因此,对c_h进行可靠的估算对于正确设计是必要的。 c_h的值可以通过径向固结测试来确定,使用中央排水孔或多孔塑料外围排水孔。本文比较了使用100 mm直径进行的径向固结测试的结果。在径向向内或径向向外流动条件下的Rowe固结单元。还研究了排沙口直径(即10、15或50毫米)的影响。已经发现,与径向向内试验相比,径向向外固结试验给出的c_h值较低。另外,观察到c_h的测量值随着排水边界的周长的增加而降低。

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