Evaluation of the susceptibility to erosion of materials used as a base of rigid pavements using a vertical shaking table

ABSTRACT

Erosion of the base layers in rigid pavements is a complex hydro-mechanical process that rapidly reduces the structural integrity of these structures. This research revisits a vertical shaking table testing method to characterise the erosion susceptibility of the materials used on base layers in rigid pavements. The procedure consists of applying a vertical vibration to a cylindrical sample of the material under evaluation, which is partially immersed in water in a cylindrical metallic container with a high-strength concrete base. The vertical movement of the sample causes a radial flow of water on its base, which induces high shear forces that eventually erode the bottom of the sample. The volumetric loss of material from the testing sample under different water velocities and pressure conditions is used to quantify its susceptibility to erosion. After presenting the theoretical principles and the numerical formulation of the hydro-mechanical erosion processes occurring in this test, the experimental method was applied to characterise the erosion susceptibility of five different materials. The results suggest that the vertical shaking experimental technique is more versatile and accurate in quantifying the erosion susceptibility of base materials than available standardised tests.

KEYWORDS:

• Pumping
• erosion susceptibility
• rigid pavements
• base materials
• cement-treated materials
• asphalt mixtures

Acknowledgements

The authors appreciate the support provided by Julieth Monroy and Diana Beltrán during the implementation of the experimental set-up and the collection and initial processing of the data.

Disclosure statement

No potential conflict of interest was reported by the author(s).