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

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