Axisymmetric Stress Wave Propagation in Sand

R. A. Wetzel, E. Vey
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引用次数: 5

Abstract

Experiments were conducted in which a rigid cylindrical weight was dropped onto the surface of a bed of sand. Soil stress gages and soil strain gages embedded in the sand were employed to measure the soil response to the impacting weight. These measurements were analyzed to determine the effects of inertia on the soil behavior. Experimental results indicated, due to soil inertia during the intial phases of the impulse loading, the displacements were elastic with plastic behavior being evident in the stress measurements. Beyond the initial phase the inertia effects decreased and plastic behavior was noted in the strain and displacement measurements as well as the stresses. The results further indicated the response of a footing to an impulsive load may be divided into different inertial regimes depending on the rise time of the transient load.
轴对称应力波在砂土中的传播
实验中,一个刚性的圆柱形重物落在沙床的表面上。采用埋设在砂土中的土应力仪和土应变仪测量了土体对冲击荷载的响应。对这些测量结果进行分析,以确定惯性对土壤行为的影响。试验结果表明,在冲击加载初期,由于土体的惯性作用,土体的位移表现为弹性位移,而应力测量结果则表现为明显的塑性位移。在初始阶段之后,惯性效应减小,在应变和位移测量以及应力中注意到塑性行为。结果进一步表明,根据瞬态载荷上升时间的不同,基础对脉冲载荷的响应可以划分为不同的惯性区。
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