  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.
