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Article Dans Une Revue Geotechnical Engineering Année : 2017

Particle image velocimetry analysis on the sinking of shallow foundation in 2D

Résumé

This paper focuses on the development of punching device dedicated to study the failure of 2D analogue soil. In order to follow the kinematic behaviours of soil, Particle Image Velocimetry (PIV) analysis has been developed and tested in the case of the shallow foundations. The results show that the field of the soil displacement under the foundation can be followed via the PIV method. In particular, the image analysis results are qualitatively in good agreement with the Prandlt scheme.
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Dates et versions

hal-03322367 , version 1 (19-08-2021)

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  • HAL Id : hal-03322367 , version 1

Citer

P. Pizette, N.-E. Abriak. Particle image velocimetry analysis on the sinking of shallow foundation in 2D. Geotechnical Engineering, 2017, 48 (3), pp.123-125. ⟨hal-03322367⟩
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