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Magma-driven multiple dike propagation and fracture toughness of crustal rocks

机译:岩浆驱动的多堤防传播和地壳岩石断裂韧性

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Dike swarms consisting of tens to thousands of subparallel dikes are commonly observed at Earth's surface, raising the possibility of simultaneous propagation of two or more dikes at various stages of a swarm's development. The behavior of multiple propagating dikes differs from that of a single dike owing to the interacting stress fields associated with each dike. We analyze an array of parallel, periodically spaced dikes that grow simultaneously from an overpressured source into a semi-infinite, linear elastic host rock. To simplify the analysis, we assume steady state (constant velocity) magma flow and dike propagation. We use a perturbation method to analyze the coupled, nonlinear problem of multiple dike propagation and magma transport. The stress intensity factor at the dike tips and the opening displacements of the dike surfaces are calculated. The numerical results show that dike spacing has a profound effect on the behavior of dike propagation. The stress intensity factors at the tips of parallel dikes decrease with a decrease in dike spacing and are significantly smaller than that for a single dike with the same length. The reduced stress intensity factor indicates that, compared to a single dike, propagation of parallel dikes is more likely to be arrested under otherwise the same conditions. It also implies that fracture toughness of the host rock in a high confining pressure environment may not be as high as inferred from the propagation of a single dike. Our numerical results suggest fracture toughness values on the order of 100 MPa . The opening displacements for parallel dikes are smaller than that for a single dike, which results in higher magma pressure gradients in parallel dikes and lower flux of magma transport.
机译:通常在地球表面观察到由数以万计的成千上万的平行堤防组成的堤防群,这增加了在种群发展的各个阶段同时传播两个或更多堤防的可能性。由于与每个堤坝相关的相互作用应力场,多个传播堤坝的行为不同于单个堤坝的行为。我们分析了一系列平行的,周期性间隔的堤防,这些堤防从超压源同时生长到半无限,线性弹性主体岩体中。为了简化分析,我们假设稳态(恒速)岩浆流动和堤防传播。我们使用摄动法来分析多堤防传播和岩浆运输的耦合非线性问题。计算堤坝尖端的应力强度因子和堤坝表面的开口位移。数值结果表明,堤防间距对堤防传播行为有深远影响。平行堤防尖端的应力强度因子随着堤防间距的减小而减小,并且比具有相同长度的单个堤防的应力强度因子显着小。降低的应力强度因子表明,与单个堤坝相比,平行堤坝的传播更有可能在其他相同条件下被阻止。这也意味着,在高围压环境中,基岩的断裂韧性可能不如单个堤坝的传播所推断的那样高。我们的数值结果表明,断裂韧性值约为100 MPa。平行堤坝的开孔位移小于单个堤坝的开孔位移,这导致平行堤坝的岩浆压力梯度较高,而岩浆输送通量较低。

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