Effect of prior small to moderate seismic events on monotonic undrained shear strength of sand

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چکیده

In this study we investigate the effect of prior seismic shaking on monotonic shear strength saturated Ottawa Sand 20/30. We perform a series stress-controlled undrained cyclic triaxial tests with different intensities intentionally without causing failure, followed by drainage excess pore pressure and an loading test to determine strength. The experimental data show that small moderate events do not fail specimen can significantly increase much change in relative density. One event peak ground acceleration ~ 1.3 m/s2 may at 10 m depth around 30%. results also as intensity increases, increases. However, strengthening does number although degree global densification sample is observed. paper will help assess static slope stability after single or multiple occurred initial instability.

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ژورنال

عنوان ژورنال: Soil Dynamics and Earthquake Engineering

سال: 2021

ISSN: ['1879-341X', '0267-7261']

DOI: https://doi.org/10.1016/j.soildyn.2020.106465