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Interface friction properties of EPS geofoam blocks from direct shear tests

机译:直接剪切测试的EPS Geofoam块的界面摩擦性能

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The dry friction properties at the interface between EPS geofoam blocks were investigated by means of an advanced direct shear (DS) apparatus. A pair of EPS blocks having densities equal to 20 or 30 kg/m~3 were used in respective DS tests performed at different constant normal stresses and at different constant driving velocities (i.e., different lateral displacement rates). It was found that the interface friction properties depend on the normal stress, the EPS density and the driving velocity in a specific way that is different from the classical trends usually observed with solid-solid interfaces: i.e., the pre-peak lateral displacement and post-peak strain-softening are noticeable, while the friction coefficient increases with an increase in the normal stress and with a decrease in both the density and the driving velocity.
机译:通过先进的直接剪切(DS)装置研究了EPS地质泡沫块之间的界面处的干摩擦性能。在不同恒定正常应力和不同恒定驱动速度(即,不同的横向位移速率)下,在各种DS测试中使用具有等于20或30kg / m〜3的密度等于20或30kg / m〜3的密度。发现界面摩擦特性取决于正常应力,以特定方式与通常观察到的固体界面通常观察到的经典趋势的特定方式:即,预峰横向位移和柱子-Peak菌株软化是明显的,而摩擦系数随着正常应力的增加而增加,并且在密度和驱动速度下降。

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