When testing piles in a geotechnical centrifuge, it is more efficient to dr
ive piles into the soil in centrifuge fright instead of placing piles prior
to running the centrifuge in order to simulate the real conditions. A new
pile driver with loading set used to drive and load piles in a centrifuge h
as been designed and manufactured successfully by the authors. The apparatu
s on the model container is light and can be maneuvered in the X-Y plane ea
sily. With this apparatus, the piles can be driven or pushed into the soil
in centrifuge flight at any position in the X-Y plane. Furthermore, the pil
e group can be driven into the soil one by one, and the loading test of the
pile group can be performed without stopping the operation of the centrifu
ge.