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Anisotropic Coulomb failure criterion: From DEM to experiments

机译:各向异性库仑破坏准则:从DEM到实验

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National Technical University of Athens, Greece 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:希腊雅典国立技术大学在重力作用下沉积的砂具有明显的固有织物各向异性,并因此具有与方向有关的强度。传统上,用各向异性Mohr-Coulomb准则表征砂的抗剪强度各向异性,其摩擦角取决于层理面与主应力方向之间的夹角。相反,我们认为,将各向同性强度准则概括为各向异性形式应基于原始的库仑准则,而几何描述子应为层理平面和破坏平面之间的夹角Ψ_b。我们采用两支柱方法来验证此论点。首先,由于模拟重力沉积,我们使用对微观结构敏感的离散元素方法(DEM)模拟来创建具有天然织物的细长虚拟颗粒的主样本。直接剪切和双轴压缩测试是在虚拟样本上模拟的,该虚拟样本以不同角度从原始样本“切出”。首次揭示了在0°至180°的整个范围内,抗剪强度是Ψ_b的函数,关于Ψ_b= 90而言,它不是对称的,并且新的关系成功地预测了两种类型的失效的出现在双轴压缩试验中观察到的平面,但是不能用各向异性的Mohr-Coulomb准则来解释。其次,我们随后对三种具有独特颗粒特性的材料进行了全面的直接剪切实验室测试。除了发现与强度各向异性有关的丰富的材料行为之外,尤其是在未经测试的Ψ_b从90°到180°的范围内,实验室测试结果与DEM仿真结果高度相似,证明了微观模拟的强大功能研究复杂和未知的物质反应。这个演示特别吸引人,因为在获得有关真实材料的任何实验室结果之前,已经做出并发布了and_b强度曲线形状的DEM预测。

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