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Underthrusting-accretion cycle: Work budget as revealed by the boundary element method

机译:推力增加周期:边界元素法显示的工作预算

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Sandbox models of accretionary wedges have demonstrated that fault systems grow episodically via cycles of alternating wedge thickening, which is accommodated by slip along faults within the wedge (underthrusting), and wedge lengthening, which is accommodated by growth of new faults at the wedge toe (accretion). The transition between these two modes of deformation is controlled by the interplay of work against gravity, frictional heating, the work of deformation around faults, and the work of fault propagation and seismic/acoustic energy. Using numerical mechanical models based on the boundary element method, we have simulated the deformation observed in sandbox experiments, providing a mechanical analysis of the underthrusting/accretion transition. Our results show that the total work done by the contracting wedge increases during the underthrusting stage up to a critical value when the propagation of a new frontal thrust significantly reduces the work required for further deformation. The numerical models also predict the location of the maximum shear along the basal décollement during underthrusting as well as the energetically most viable position and vergence for the nucleation of a new thrust. These locations do not coincide, and the match of the energetically most favorable position with the experimental results suggests that the new thrust ramps develop first ahead and then link down and backward to the propagating basal décollement. The shear localization producing a new thrust ramp will occur where the energy spent by the deforming wedge is minimized due to an optimal combination of gravitational, frictional, internal, and propagation work terms.
机译:增生楔形的沙箱模型表明,断层系统通过交替的楔形增厚(由楔形内沿断层的滑动(欠推力)和楔形加长(由楔形脚趾处的新断层的生长来适应)的周期而异常地增长(积聚)。这两种变形模式之间的过渡受反重力功,摩擦热,断层周围变形功,断层传播功和地震/声能功之间的相互作用所控制。使用基于边界元方法的数值力学模型,我们模拟了在沙箱实验中观察到的变形,从而对下冲/吸积过渡进行了力学分析。我们的结果表明,当新的前推力的传播极大地减少了进一步变形所需的功时,在下推力阶段,收缩楔所完成的总功会增加到一个临界值。数值模型还预测了在下推力过程中沿着基底折断面的最大剪切力的位置,以及在能量上最可行的位置和新推力成核的收敛性。这些位置并不重合,并且在能量上最有利的位置与实验结果的匹配表明,新的推力坡道首先向前发展,然后向下和向后与传播的基底脱节相连。由于重力,摩擦,内部和传播功项的最佳组合,将发生剪切局部化,从而产生新的推力斜坡,从而使变形楔形物所消耗的能量最小化。

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