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Tensile stress relaxation in unsaturated granular materials

机译:不饱和粒状材料中的拉伸应力松弛

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The mechanics of granular media at low liquid saturation levels remain poorly understood. Macroscopic mechanical properties are affected by microscale forces and processes, such as capillary forces, inter-particle friction, liquid flows, and particle movements. An improved understanding of these microscale mechanisms is important for a range of industrial applications and natural phenomena (e.g. landslides). This study focuses on the transient evolution of the tensile stress of unsaturated granular media under extension. Experimental results suggest that the stress state of the material evolves even after cessation of sample extension. Moreover, we observe that the packing density strongly affects the efficiency of different processes that result in tensile stress relaxation. By comparing the observed relaxation time scales with published data, we conclude that tensile stress relaxation is governed by particle rearrangement and fluid redistribution. An increased packing density inhibits particle rearrangement and only leaves fluid redistribution as the major process that governs tensile stress relaxation.
机译:处于低液体饱和度水平的粒状介质的机理仍然知之甚少。宏观机械性能受微观力和过程的影响,例如毛细作用力,颗粒间摩擦,液体流动和颗粒运动。更好地理解这些微观机制对于一系列工业应用和自然现象(例如滑坡)很重要。这项研究集中在不饱和粒状介质在拉伸下的拉伸应力的瞬态演化。实验结果表明,即使在样品扩展停止后,材料的应力状态也会发生变化。此外,我们观察到堆积密度强烈影响导致拉应力松弛的不同过程的效率。通过比较观察到的弛豫时间尺度和已发表的数据,我们得出结论,张应力松弛是由颗粒重排和流体重新分布所决定的。堆积密度的增加会抑制颗粒重排,并且仅使流体重新分布成为控制拉伸应力松弛的主要过程。

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