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Investigation of liquefaction and pore water pressure development in layered sands

机译:层状砂土液化和孔隙水压力发展的研究

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This paper presents the results of shaking table model tests which were carried out to investigate the pore water pressure generation and related liquefaction mechanism in layered sand deposits. The experiments were performed on uniform sand columns, silt interlayered sand columns and two layered sand columns deposited at various relative densities and subjected to different input excitations. During the experiments excess pore water pressures were measured by pore pressure transducers installed at three different depths and, surface settlements and thickness of water film developed under less permeable inclusions were measured by a digital camera. The experimental results are discussed and compared to demonstrate the effects of relative density, input acceleration and presence of a silt seam on the generation of excess pore water pressure in sand deposits subjected to dynamic loading. The results showed that the presence of a less permeable silt interlayer within the sand deposit and existence of a loose sand layer underlying dense sand deposits can have significant effect on the pore water pressure generation mechanism.
机译:本文介绍了振动台模型试验的结果,该试验是为了研究层状砂沉积物中的孔隙水压力产生和相关的液化机理。实验是在均匀砂柱,粉砂夹层砂柱和两层砂柱上进行的,这些砂柱以不同的相对密度沉积,并受到不同的输入激发。在实验过程中,通过安装在三个不同深度的孔隙压力传感器测量了多余的孔隙水压力,并通过数码相机测量了在渗透性较差的包裹体下形成的水的表面沉降和厚度。对实验结果进行了讨论和比较,以证明相对密度,输入加速度和淤泥接缝对承受动态载荷的砂矿中超孔隙水压力产生的影响。结果表明,砂沉积物中渗透性较弱的粉砂夹层的存在以及致密砂沉积物下方的疏松砂层的存在可对孔隙水压力的产生机理产生重大影响。

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