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A second cylinder is sunk inside the first, and water is pumped down the inner pipe to loosen soil and raise debris.
Fig. 2 Inner pipe with insufficient flexibility.
a Inner pipe with insufficient flexibility.
Lower flexural rigidity is necessary for an inner pipe.
Fig. 8 Simulation results for the 6 mm inner pipe.
Fig. 11 Developed forceps with the 3.5 mm inner pipe.
Fig. 6 Forces and torques acting on the inner pipe.
Fig. 3 Slit patterns for an inner pipe.
Fig. 5 Coordinate of the bent inner pipe.
Fig. 9 Simulation results of the 3.5 mm inner pipe.
b Inner pipe with slits exhibiting sufficient flexibility.
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