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Triggering Mechanisms of Slope Instability and their Relationship to Earthquakes and Tsunamis

机译:边坡失稳的触发机制及其与地震和海啸的关系

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摘要

Submarine and shoreline slope failures that accompany large earthquakes and large tsunamis are triggered by several mechanisms. Triggering mechanisms range from direct effects, such as inertial forces from earthquake shaking, to indirect effects, such as rapid drawdown that occurs when an earthquake-generated tsunami first approaches a shoreline. Soil shear strength also plays an important role in earthquake-related slope failures. Earthquakes change the shear strength of the soil by inducing excess pore water pressures. These excess pore water pressures change with time after the earthquake, resulting in changes in shear strength and slope stability with time. This paper reviews earthquake-related triggering mechanisms for submarine and shoreline slope failures. The variation in shear strength with time following an earthquake is examined and it is shown that delayed slope failures after an earthquake can occur as a result of changes in earthquake-induced excess pore water pressures and shear strength with time.
机译:伴随大地震和大海啸的海底和海岸线坡度破坏是由多种机制触发的。触发机制的范围从直接影响(例如地震震荡产生的惯性力)到间接影响(例如在地震引发的海啸首先接近海岸线时发生的快速下降)。土壤抗剪强度在与地震有关的边坡破坏中也起着重要作用。地震通过引起过多的孔隙水压力来改变土壤的剪切强度。这些多余的孔隙水压力在地震后会随时间变化,从而导致抗剪强度和边坡稳定性随时间变化。本文回顾了与地震有关的海底和海岸线斜坡破坏的触发机制。研究了地震后抗剪强度随时间的变化,结果表明,由于地震引起的过大孔隙水压力和抗剪强度随时间的变化,地震后可能会出现延迟的边坡破坏。

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