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Anisotropic Coulomb failure criterion: From DEM to experiments

机译:各向异性库仑故障标准:从DEM到实验

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Sand deposited under gravity possesses significant inherent fabric anisotropy and thereby direction-dependent strength. Sand's shear strength anisotropy has been traditionally characterized by anisotropic Mohr-Coulomb criterion with friction angle depending on the angle between the bedding plane and principal stress direction. We argue, instead, that the generalization of an isotropic strength criterion to an anisotropic form should be based on the original Coulomb criterion, and the geometrical descriptor should be the angle ψ_b between the bedding plane and the failure plane. We employ a two-pillar approach to validate this argument. First, we use microstructure-conscious Discrete Element Method (DEM) simulation to create a master specimen of elongated virtual particles with natural fabric as a result of simulated gravity deposition. Direct shear and biaxial compression tests are simulated on virtual specimens "cut" out at various angles from the master specimen. Shear strength as a function of ψ_b over its full range between 0° and 180° was revealed, for the first time, to be not symmetrical in regards to ψ_b = 90, and the new relationship successfully predicts the emerging of of two types of failure planes that had been observed in biaxial compression tests but could not be explained by the anisotropic Mohr-Coulomb criterion. Second, we subsequently performed full-blown direct shear laboratory tests on three materials with distinct particle characteristics. Apart from uncovering a rich set of material behaviors related to strength anisotropy, in particular for the untested range of ψ_b from 90° to 180°,the laboratory test results' high resemblance to DEM simulation results demonstrates the great power of micro-scale simulation in the study of complex and unknown material responses. This demonstration is especially intriguing because here the DEM prediction of the ψ_b-strength curve shape was made and published before any laboratory results on real materials were available.
机译:沉积在重力下的沙子具有重要的固有织物各向异性,从而具有方向依赖性强度。砂的剪切强度各向异性传统上通过具有摩擦角度的各向异性Mohr-Coulomb标准,这取决于床上用品和主应力方向之间的角度。相反,我们争辩说,各向异性强度标准的各向异性形式的概括应基于原始库仑标准,并且几何描述符应该是床上用品和故障平面之间的角度ψ_b。我们采用了一个双支柱的方法来验证这个论点。首先,我们使用微结构 - 有意识的离散元件方法(DEM)模拟,以产生具有天然织物的细长虚拟颗粒的主样本,因为模拟重力沉积。直接剪切和双轴压缩试验在从主样本的各个角度下“切割”的虚拟样本上模拟。作为ψ_b在0°和180°之间的函数的剪切强度被揭示在0°和180°之间,首次在ψ_b= 90方面没有对称,并且新关系成功地预测了两种类型的失败的新兴在双轴压缩测试中观察到的平面,但无法通过各向异性Mohr-Coulomb标准来解释。其次,我们随后在三种材料上进行了全面的直接剪切实验室测试,具有不同的颗粒特性。除了揭开与强度各向异性相关的丰富的材料行为外,特别是对于从90°到180°的未经测试范围,实验室测试结果与DEM仿真结果的高相似性展示了微尺度模拟的强大力量复杂和未知物质反应的研究。该演示特别有趣,因为在这里,在可获得真实材料的任何实验室结果之前,制造和公布的DEM预测。

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