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The Delft Sand, Clay & Rock Cutting Model, 2019a

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12.8. Experiments.<br />

A Wedge in Saturated <strong>Sand</strong> <strong>Cutting</strong>.<br />

<strong>Sand</strong> cutting tests have been carried out in the Laboratory of Dredging Engineering at the <strong>Delft</strong> University.<br />

<strong>The</strong> cutting tank is a concrete tank with a length of 35 m, a width of 3 m and a depth of 1.5 m. <strong>The</strong> bottom of the<br />

tank is covered with a drainage system. Above the drainage system is a layer of about 0.7 m sand (0.110 mm). On<br />

top of the sand is a layer of 0.5 m water. Other soils than the 0.110 mm sand can be used in the tank. On top of the<br />

tank rails are mounted on which a carriage can ride with speeds of up to 1.25 m/s with a pulling force of up to 15<br />

kN, or 2.5 m/s with a pulling force of 7.5 kN. On the carriage an auxiliary carriage is mounted that can be moved<br />

transverse to the velocity of the main carriage. On this carriage a hydraulic swell simulating system is mounted,<br />

thus enabling the cutting tools to be subjected to specific oscillations. Under the carriage dredging equipment such<br />

as cutter heads and drag heads can be mounted. <strong>The</strong> dredging equipment can be instrumented with different types<br />

of transducers such as force, speed and density transducers. <strong>The</strong> signals from these transducers will be conditioned<br />

before they go to a computer via an A/D converter. On the carriage a hydraulic system is available, including<br />

velocity and density transducers. A 25 kW hydraulic drive is available for cutter heads and dredging wheels. <strong>The</strong><br />

dredge pump is driven by a 15 kW electric drive with speed control. With the drainage system the pore water<br />

pressures can be controlled. Dredged material is dumped in an adjacent hopper tank to keep the water clean for<br />

under water video recordings. In the cutting tank research is carried out on cutting processes, mixture forming,<br />

offshore dredging, but also jet-cutting, the removal of contaminated silt, etc.<br />

Figure 12-29: Cross section of the cutting tank.<br />

<strong>The</strong> tests carried out in the Dredging Engineering Laboratory had the objective to find the failure mechanisms of<br />

a sand package under large cutting angles of 60, 75 and 90. Main goal of the tests was to visualize the total<br />

process in a 2-dimensional view. Besides, the behaviour of sand in front of the blade was to be investigated. As<br />

mentioned before, some wedge exists in front of the blade, but it was not clear until now whether this was a<br />

kinematic wedge or a dynamic wedge. Visualising the cutting process and visualising the velocity of the sand on<br />

the blade has to improve the understanding of the processes involved.<br />

<strong>The</strong> existing testing facilities have been used to carry out the cutting tests. With these facilities cutting depths from<br />

3 till 7 cm are tested, resulting in an (effective blade height)/(cutting depth) ratio of 2.5 to 6, for the various angles.<br />

<strong>Cutting</strong> velocities of the tests were from 0.1 m/s to 0.4 m/s for smaller and 0.2 m/s for the larger cutting depths.<br />

<strong>The</strong>se maximum velocities are limited by the maximum electrical power of the testing facility. In the first series<br />

of tests the 2-dimensional cutting process is made visual by doing tests near the window in the cutting tank. <strong>The</strong><br />

Copyright © Dr.ir. S.A. Miedema TOC Page 367 of 454

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