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New constraints on oceanographic vs. seismic control on submarine landslide initiation: a geotechnical approach off Uruguay and northern Argentina

机译:海底滑坡启动对海洋与地震控制的新限制:乌拉圭和阿根廷北部的岩土工程方法

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摘要

Submarine landslides are common along the Uruguayan and Argentinean continental margin, but size, type and frequency of events differ significantly between distinct settings. Previous studies have proposed sedimentary and oceanographic processes as factors controlling slope instability, but also episodic earthquakes have been postulated as possible triggers. However, quantitative geotechnical slope stability evaluations for this region and, for that matter, elsewhere in the South Atlantic realm are lacking. This study quantitatively assesses continental slope stability for various scenarios including overpressure and earthquake activity, based on sedimentological and geotechnical analyses on three up to 36 m long cores collected on the Uruguayan slope, characterized by muddy contourite deposits and a locus of landslides (up to 2 km~3), and in a canyon-dominated area on the northern Argentinean slope characterized by sandy contourite deposits. The results of shear and consolidation tests reveal that these distinct lithologies govern different stability conditions and failure modes. The slope sectors are stable under present-day conditions (factor of safety >5), implying that additional triggers would be required to initiate failure. In the canyon area, current-induced oversteepening of weaker sandy contourite deposits would account for frequent, small-scale slope instabilities. By contrast, static vs. seismic slope stability calculations reveal that a peak ground acceleration of at least 2 m/s~2 would be required to cause failure of mechanically stronger muddy contourite deposits. This implies that, also along the western South Atlantic passive margin, submarine landslides on open gentle slopes require episodic large earthquakes as ultimate trigger, as previously postulated for other, northern hemisphere passive margins.
机译:在乌拉圭和阿根廷大陆边缘,海底滑坡很常见,但事件的大小,类型和发生频率在不同的环境之间差异很大。先前的研究提出了沉积和海洋学过程作为控制边坡失稳的因素,但也假定了偶发地震是可能的触发因素。但是,缺乏对该区域以及就此而言在南大西洋地区其他地方的定量岩土工程边坡稳定性评估。这项研究基于对乌拉圭斜坡上三个长达36 m的长岩心的沉积学和岩土工程学分析,定量评估了包括超压和地震活动在内的各种情况下的大陆斜坡稳定性,其特征是泥质轮廓沉积和一个滑坡位(高达2个) km〜3),并在阿根廷北部斜坡上以峡谷为主的地区,其特征是砂质轮廓沉积物。剪切和固结测试的结果表明,这些不同的岩性控制着不同的稳定性条件和破坏模式。在当今条件下(安全系数> 5),斜坡区段是稳定的,这意味着将需要额外的触发器来引发故障。在峡谷地区,电流引起的较弱的砂质等高线沉积物的过度加深将导致频繁的小规模斜坡失稳。相比之下,静态与地震边坡稳定性计算表明,至少需要2 m / s〜2的峰值地面加速度才能导致机械强度更高的泥状轮廓沉积物的破坏。这意味着,同样沿着南大西洋的被动边缘,在缓缓开放的斜坡上的海底滑坡需要爆发性的大地震作为最终触发,正如先前假定的其他北半球被动边缘那样。

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