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The Saguenay Fjord, Quebec, Canada: integrating marine geotechnical and geophysical data for spatial seismic slope stability and hazard assessment

机译:加拿大魁北克,萨格奈峡湾:整合海洋岩土和地球物理数据,以进行空间地震边坡稳定性和灾害评估

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摘要

In 1996 a major flood occurred in the Saguenay region, Quebec, Canada, delivering several km~3 of sediment to the Saguenay Fjord. Such sediments covered large areas of the, until then, largely contaminated fjord bottom, thus providing a natural capping layer. Recent swath bathymetry data have also shown that sediment landslides are widely present in the upper section of the Saguenay Fjord, and therefore, should a new event occur, it would probably expose the old contaminated sediments. Landslides in the Upper Saguenay Fjord are most probably due to earthquakes given its proximity to the Charlevoix seismic region and to that of the 1988 Saguenay earthquake. In consequence, this study tries to characterize the permanent ground deformations induced by different earthquake scenarios from which shallow sediment landslides could be triggered. The study follows a Newmark analysis in which, firstly, the seismic slope performance is assessed, secondly, the seismic hazard analyzed, and finally an evaluation of the seismic landslide hazard is made. The study is based on slope gradients obtained from EM1000 multibeam bathymetry data as well as water content and undrained shear strength measurements made in box and gravity cores. Ground motions integrating local site conditions were simulated using synthetic time histories. The study assumes the region of the 1988 Saguenay earthquake as the most likely source area for earthquakes capable of inducing large ground motions in the Upper Saguenay region. Accordingly, we have analyzed several shaking intensities to deduce that generalized sediment displacements will begin to occur when moment magnitudes exceed 6. Major displacements, failure, and subsequent landslides could occur only from earthquake moment magnitudes exceeding 6.75.
机译:1996年,加拿大魁北克的萨格奈(Saguenay)地区发生了大水灾,向萨格奈峡湾(Saguenay Fjord)输送了数km〜3的沉积物。直到那时,这种沉积物覆盖了受污染严重的峡湾底部的大部分区域,从而提供了天然的覆盖层。最近的测绘测深数据也显示,沉积物滑坡广泛存在于萨格奈峡湾的上部,因此,如果发生新事件,则可能会暴露出旧的受污染的沉积物。 Saguenay峡湾上游的滑坡最有可能是地震造成的,因为它靠近Charlevoix地震区和1988年Saguenay地震。因此,本研究试图描述由不同地震场景引起的永久性地面变形,从中可以触发浅层沉积物滑坡。该研究遵循Newmark分析,其中首先评估地震边坡性能,其次分析地震灾害,最后评估地震滑坡灾害。该研究基于从EM1000多波束测深数据获得的坡度梯度以及在箱芯和重力心中进行的水含量和不排水抗剪强度测量。使用合成时间历史模拟了结合本地现场条件的地面运动。该研究假设1988年萨格奈地震区是最有可能引起上萨格奈地区大地震动的震源地区。因此,我们分析了几种振动强度,推断出当矩量超过6时,一般性的沉积物位移将开始发生。仅当地震矩量超过6.75时,才可能发生主要位移,破坏和随后的滑坡。

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