Andrés Eduardo Gavidia

Andrés Eduardo Gavidia
SRK consulting · Department of Soil Mechanics & Tailing Services

Master of Engineering
Geotechnical Consultant

About

3
Publications
225
Reads
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Citations
Additional affiliations
August 2022 - September 2022
University of Chile
Position
  • Assistant teacher
Description
  • Course assistant: Computational Geotechnics, Geosynthetics and Soil Deformation of the Diploma in Geotechnical Engineering, 2022 edition
September 2020 - March 2021
LEM Laboratorio
Position
  • Specialist Laboratory
Description
  • Execution of triaxial tests, review and analysis of laboratory tests on soils.
November 2019 - August 2020
ONE Geotecnia S.p.A.
Position
  • Laboratory Assistant
Description
  • Support and run triaxial shear tests
Education
March 2021 - November 2023
University of Chile
Field of study
  • Geotechnical Engineer
April 2020 - October 2020
University of Chile
Field of study
  • Geotechnical Engineer
March 2013 - December 2018

Publications

Publications (3)
Conference Paper
Full-text available
The cone penetration test (CPT) has been widely used in Chile in the last decade, being one of the preferred tests on mining waste, highlighting its application in tailings. One of the primary uses of CPTs lies in assessing soil type and stratigraphy, however most of the existing correlations widely used in practice were not calibrated for these he...
Conference Paper
Full-text available
La ley edométrica continua es una alternativa a la ley convencional para la interpretación del comportamiento edométrico de los suelos, expresada mediante ecuaciones continuas en todo el dominio práctico de esfuerzos. Mediante la consideración de una trayectoria de esfuerzos, línea que parte del estado edométrico (línea ko) y tiende hacia la línea...
Conference Paper
Full-text available
La ley edométrica continua es una alternativa a la ley convencional para la interpretación del comportamiento edométrico de los suelos, con la ventaja de que se expresa mediante ecuaciones continuas, derivables e integrables en todo el dominio de aplicación de esfuerzos, indistintamente de si el suelo es normalmente consolidado o preconsolidado. Me...

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