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Basement-controlled multiple slope collapses, Rockall Bank Slide Complex, NE Atlantic

机译:地下室控制的多个边坡坍塌,大西洋东北部的Rockall Bank滑动综合体

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The eastern flank of the Rockall Bank is dominated by the scarps of a large slide complex with unusual low aspect ratio (120 km wide and 150 km long). With the use of an extensive 2D seismic dataset, re-processed high-resolution multibeam bathymetry, a TOBI mosaic and one piston core we demonstrate that the headwall of the Rockall Bank Slide Complex (previously referred to as the Rockall Bank Mass Flow) may have occurred as a multiphase slope collapse in at least three episodes of instability since 16 ka BP, with each of the events generating a slide with a more typical elongate morphology. Reconstructions of the pre-slide seafloor suggest a volume of collapsed sediments in the range 265-765 km~3. Seismic facies investigation indicates that the slope and failed sediments comprise almost exclusively contourites that are prone to failure due to their well sorted character and high water content. A systematic examination of the slope morphology, seismic facies and sub-seafloor structures demonstrates a direct relationship between the RBSC seafloor scarps and the basement morphology. Focused fluid flow along basement-bounding faults, and/or differential compaction across the scarps, are considered to have had an important role in slope failure. This study highlights the importance of deeply-buried structures in the stability of slopes. It also shows how detailed examination of high-resolution data across large areas of slope instability can reveal smaller-scale multiple events. We believe that where contour-swept slopes are steep, the resulting intensification of near-bottom velocities prevents healing slope processes and as a result steep slope gradients remain steep and thus unstable.
机译:Rockall Bank的东侧主要是大型滑坡的陡峭带,其纵横比低(宽120 km,长150 km)。通过使用广泛的2D地震数据集,重新处理的高分辨率多波束测深法,TOBI镶嵌图和一个活塞芯,我们证明了Rockall Bank滑动复合体的顶壁(以前称为Rockall Bank质量流)可能具有自16 ka BP以来,至少在三个不稳定性事件中,多相边坡塌陷发生了,每个事件都产生了具有更典型的细长形态的玻片。滑坡前海底的重建表明塌陷的沉积物量在265-765 km〜3之间。地震相研究表明,斜坡和破裂的沉积物几乎全部由等高线构成,由于它们的良好分类特性和高含水量,它们容易破裂。对斜坡形态,地震相和海底结构的系统检查表明,RBSC海底赤道与基底形态之间存在直接关系。沿地下室边界断层的集中流体流动,和/或跨陡坡的压实作用,被认为在边坡破坏中具有重要作用。这项研究强调了深埋结构在边坡稳定性中的重要性。它还显示了在较大的斜坡不稳定性区域上对高分辨率数据进行的详细检查如何显示较小规模的多次事件。我们认为,在等高线倾斜的斜坡较陡的情况下,由此产生的近底部速度的加剧会阻止愈合斜坡过程,因此陡峭的斜坡坡度仍保持陡峭并因此不稳定。

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