首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >How does trench coupling lead to mountain building in the Subandes? A viscoelastoplastic finite element model
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How does trench coupling lead to mountain building in the Subandes? A viscoelastoplastic finite element model

机译:沟渠耦合如何导致Subandes的山区建筑?粘弹塑性有限元模型

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Subduction-induced crustal shortening is believed to be the primary cause of the Andean mountain building. The present-day crustal shortening in the Andes is clear from the GPS measurements, but the rate (30-40 mm/a) is higher than the geological shortening rate (<15 mm/a), suggesting that much of the present-day crustal shortening may recover during future earthquakes in the subduction zone. Using a two-dimensional viscoelastoplastic finite element model, we investigate here how the cyclic trench coupling leads to long-term mountain building, which has been concentrated in the Subandes in the past few million years. Our results show that much of the GPS-measured crustal shortening in the Andes can be explained by the interseismic and postseismic viscoelastic strain that does not contribute to mountain building. The apparently discordant GPS and geological data can be reconciled in the geodynamic model with a weakened crust in the Subandes, which allows accumulation of plastic strains that leads to mountain building. The localized crustal weakening and mountain building in the Subandes may have been a consequence of the uplifted High Andes, the accelerated westward drift of the South American plate, the possible delamination of mantle lithosphere under the Eastern Cordillera, and the increasing trench coupling.
机译:俯冲引起的地壳缩短被认为是安第斯山区建筑的主要原因。从GPS测量中可以清楚地看到安第斯山脉现今的地壳缩短,但速率(30-40 mm / a)高于地质缩短率(<15 mm / a),这表明当今的大部分时间在未来的俯冲带地震中,地壳缩短可能会恢复。使用二维粘弹塑性有限元模型,我们在这里研究循环沟槽耦合如何导致长期的山区建筑,该建筑在过去几百万年中一直集中在Subandes。我们的结果表明,安第斯山脉中许多GPS测量的地壳缩短都可以通过地震和地震后的粘弹性应变来解释,而这对山区建筑没有帮助。明显不一致的GPS和地质数据可以在地球动力学模型中进行调和,而Subandes的地壳会变弱,这会导致塑性应变积累,从而导致山体建筑。 Subandes的局部地壳减弱和山区建设可能是由于高安第斯山脉隆起,南美板块向西漂移加速,东部山脉下部地幔岩石圈可能分层以及海沟耦合增加的结果。

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