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Rupture by damage accumulation in rocks

机译:岩石中的损伤累积引起的破裂

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The deformation of rocks is associated with microcracks nucleation and propagation, i.e. damage. The accumulation of damage and its spatial localization lead to the creation of a macroscale discontinuity, a so-called “fault” in geological terms, and to the failure of the material, i.e., a dramatic decrease of the mechanical properties as strength and modulus. The damage process can be studied both statically by direct observation of thin sections and dynamically by recording acoustic waves emitted by crack propagation (acoustic emission). Here we first review such observations concerning geological objects over scales ranging from the laboratory sample scale (dm) to seismically active faults (km), including cliffs and rock masses (Dm, hm). These observations reveal complex patterns in both space (fractal properties of damage structures as roughness and gouge), time (clustering, particular trends when the failure approaches) and energy domains (power-law distributions of energy release bursts). We use a numerical model based on progressive damage within an elastic interaction framework which allows us to simulate these observations. This study shows that the failure in rocks can be the result of damage accumulation.
机译:岩石的变形与微裂纹的成核和扩展,即破坏有关。损伤的累积及其空间定位会导致宏观尺度上的不连续性(在地质学意义上称为“断裂”)的产生,并导致材料的失效,即机械性能(如强度和模量)急剧下降。可以通过直接观察薄片来静态研究损伤过程,也可以通过记录裂纹传播(声发射)发出的声波来动态研究损伤过程。在这里,我们首先回顾这些有关地质对象的观测结果,其范围从实验室样本规模(dm)到地震活动断层(km),包括悬崖和岩体(Dm,hm)。这些观察结果揭示了空间(损坏结构的分形特性,如粗糙度和凿痕),时间(聚类,当故障接近时的特定趋势)和能量域(能量释放爆发的幂律分布)的复杂模式。我们在弹性相互作用框架内使用基于渐进式损伤的数值模型,该模型允许我们模拟这些观察结果。这项研究表明,岩石的破坏可能是损伤累积的结果。

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