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Continuous characterization of dynamic soil behavior by Digital Image Correlation in a transparent shear laminar box
Authors:Segaline  Hugo  Sáez  Esteban  Ubilla  Javier
Institution:1.Department of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile
;2.Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Santiago, Chile
;3.Departamento de Obras Civiles, Universidad Técnica Federico Santa María, Santiago, Chile
;
Abstract:

This work characterizes and analyzes the dynamic behavior of a sandy soil due to one-dimensional propagation of mechanical waves into a transparent laminar shear box. The outstanding char acteristic of this laminar box is a transparent front glass, which allows monitoring the soil behavior by a high-speed and high-resolution camera, and then computing the displacement field in the soil by the Digital Image Correlation (DIC) technique. The response of the laminar container was evaluated using ambient vibrations, harmonic signals and Ricker wavelets. Afterward, dynamic soil properties derived from DIC analysis are compared against theoretical and laboratory results. Finally, a numerical simulation is carried out using the finite element method, where the influence of the lateral friction of the glass on the motion is assessed and discussed. It is concluded that the transparent laminar shear box provides a useful tool for studying the continuous dynamic soil behavior; additionally, the transparent boundary has a minor impact on the results and a minimum observable cyclic shear strain of about 10–4 was reached.

Keywords:
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