Unconsolidated
Core Sampling
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During the
course of the plunging action a small (not normally greater than 2 to
3 bar air pressure) controlled axial stress can be applied to improve
the cohesion of the sediment in the plunge cutter as it is not
allowed to dilate vertically. The limitation of the technique relates
to the grain size distribution of the sediment.
Thus very
large grains in excess of Ø1 mm and heterogeneous streaks with small pebbles
would cause problems due to the necessary forces exerted on the
thin wall tube assembly and the disturbance of pushing larger particles
ahead of the cutting shoe.
The available
plunging force is probably 10 to 20 times the necessary, so it is that
the dimensional stability of the cutting tool is the limiting factor of
the technique.