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Second-order work, kinetic energy and diffuse failure in granular materials

机译:颗粒材料的二阶功,动能和扩散破坏

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Failure in soils and the yielding mechanisms involved are essential to many civil engineering issues such as slope stability. Sudden collapse affecting slopes can be observed after rainfalls, sometimes leading to the devastating flow of a soil-water mixture. Although the notion of failure in soils was long described as a perfect plastic limit, the scientific community now recognizes that failure can occur well before the Mohr-Coulomb criterion is met. This paper considers the collapse of granular soils in relation to a sudden burst of kinetic energy. First, a correlation between the bursts of kinetic energy (leading to sudden avalanches) and the vanishing of the second-order work is clearly obtained from discrete element simulations. Then the link between the vanishing of the second-order work and the increase in kinetic energy is established from a theoretical approach. Finally, these results are confirmed based on laboratory experimental tests where the sudden collapse of soil specimens was obtained..
机译:土壤的破坏和涉及的屈服机制对于许多土木工程问题(例如边坡稳定性)至关重要。降雨后可以观察到突然崩塌影响斜坡,有时会导致土壤-水混合物的破坏性流动。尽管长期以来人们一直将土壤破坏的概念描述为一个完美的塑性极限,但科学界现在认识到,破坏可以早在满足Mohr-Coulomb标准之前发生。本文考虑了与动能突然爆发有关的粒状土壤的崩塌。首先,动能爆发(导致突然的雪崩)与二阶功消失之间的相关性可以通过离散元素模拟清楚地获得。然后从理论上建立了二阶功消失和动能增加之间的联系。最后,这些结果基于实验室实验测试得到了证实,该实验获得了土壤标本的突然崩塌。

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