Reduction in Rebound of Concrete Piles Driven into Clays by Coating Pile Surface with Titanium Dioxide Nanoparticles

Abstract

Using a model for concrete piles driven into clays, we compared penetration depths between uncoated piles and piles coated with titanium dioxide (TiO2) nanoparticles. The behavior of surfaces coated with TiO2 changes to superhydrophilic, enabling water molecules to penetrate inside the clay pores. The attraction suppresses or reduces the compression of water inside the clay pores. The absence of bulk pressure from water causes the pile not to bounce (backward movement after striking). Contrary to hydrophobic surfaces, which tend to repel water molecules, water is compressed into the clay pores generating a bulk pressure that induces a countering upward force (resulting in rebounding). Driving tests for two types of clay demonstrate the absence of bouncing from coated piles. An examination of the pile surfaces indicates the formation of bonds between water molecules and coated surface and the absence of such bonding for uncoated piles. This finding might accelerate the process of pile driving at any civil engineering construction site.