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Influence of fine soil particles on excess of basal pore-fluid pressure generation in granular mass flows

机译:细颗粒物对颗粒状质量流中过量的基础孔隙流体压力产生的影响

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Run-out distances of granular mass flows were investigated by means of large-scale flume testsfor pumiceous gravel,and a mixture of pumiceous gravel and volcanic ash. The tests with narrowing and abruptchange in the inflow angle of the horizontal segment produced the smaller run-out distances for the pumiceousgravel sample,in which no excess of pore-fluid pressure was generated. On the other hand,an excess of pore-fluid pressure was generated in the mixture of pumiceous gravel and volcanic ash. This was likely because ofthe quasi-undrained shear deformation due to the low permeability of the mixture and the suspensions of thefiner particles flowed in the pore-fluid. The mixture sample passed through the narrowing smoothly and traveledlonger distance. This could be because less frictional resistance was generated in the mixture due to the loweringof effective stress between soil particles associated with the excess pore-fluid pressure.
机译:通过大规模的水化试验对浮质砾石以及浮质砾石和火山灰的混合物,研究了颗粒质量流的跳动距离。在水平段的流入角变窄和突变的试验中,球状砾石样品的跳动距离较小,没有产生过多的孔隙流体压力。另一方面,在浮石和火山灰的混合物中产生了过量的孔隙流体压力。这可能是由于混合物的低渗透性导致准排水剪切变形,并且细颗粒的悬浮液在孔隙液中流动。混合物样品顺利通过狭窄并行进了更长的距离。这可能是因为与过大的孔隙流体压力有关的土壤颗粒之间有效应力的降低导致混合物中产生的摩擦阻力较小。

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