Article ID Journal Published Year Pages File Type
4927367 Soil Dynamics and Earthquake Engineering 2016 15 Pages PDF
Abstract
In this paper, laboratory test results are presented in order to demonstrate the significant way in which OCR (overconsolidation ratio) affects both shear wave velocity and liquefaction resistance. While Vs is insensitive to OCR, the liquefaction resistance increases significantly with OCR. In addition, the experimental results also confirm that Vs correlates linearly with void ratio, regardless of the maximum and minimum void ratios, which means that Vs is unable to give information about the relative density. Therefore, if shear wave velocity is used to predict liquefaction potential, it is recommended that the limitations presented in this paper be taken into account.
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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