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The empirical correlation between shear wave velocity and penetration resistance for the eolian sand deposits in the city of Olmos-Peru

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Shear wave velocities (Vs) and the number of blows of SPT (N) are parameters that are generally recorded in a geotechnical exploration campaign, in the literature there are several publications… Click to show full abstract

Shear wave velocities (Vs) and the number of blows of SPT (N) are parameters that are generally recorded in a geotechnical exploration campaign, in the literature there are several publications on the empirical correlations between N y Vs in different types of soil, the first studies being attributed to Japanese researchers in the 60s and 70s. North Peruvian pipeline was built on a recent quaternary eolian deposit, so a research area in Olmos near to the structure was used for tests. In the geotechnical research campaign were carried out in an arrangement multi-channel and standard penetration test in order to obtain Vs and N respectively. The correlations in this publication are for eolian sand deposits that can potentially be used in other regions with similar characteristics. The correlations presented are; N60 Vs considering and incorporating into the model the influence of the effective overload.

Keywords: empirical correlation; shear wave; eolian sand; penetration; sand deposits

Journal Title: Dyna
Year Published: 2021

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