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

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

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Dry <strong>Sand</strong> <strong>Cutting</strong>.<br />

2<br />

v s i VD<br />

F g h w<br />

With :<br />

sin( ) sin( ) cos( )<br />

VD<br />

<br />

sin( ) sin( )<br />

(5-17)<br />

<br />

h b /hi<br />

cos( ) sin( )<br />

cos <br />

<br />

<br />

sin( ) 2 sin( ) 2sin( ) sin <br />

<br />

<br />

nr<br />

nr<br />

<br />

<br />

<br />

<br />

<br />

60<br />

Shear Angle β vs. Blade Angle α<br />

55<br />

φ=25°<br />

50<br />

Shear Angle β (Degrees)<br />

45<br />

40<br />

35<br />

30<br />

25<br />

20<br />

15<br />

φ=30°<br />

φ=35°<br />

φ=40°<br />

φ=45°<br />

10<br />

5<br />

φ=50°<br />

© S.A.M.<br />

0<br />

15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90<br />

Blade Angle α (Degrees)<br />

Figure 5-10: <strong>The</strong> shear angle β as a function of the blade angle α for hb/hi=2.<br />

Figure 5-10, Figure 5-11 and Figure 5-12 show the shear angle and the cutting force coefficients for the alternative<br />

shape of the layer cut. <strong>The</strong> difference with the standard configuration is small. Other configurations may exist, but<br />

no big differences are expected. <strong>The</strong> model for dry sand or gravel can also be used for saturated sand, if the cutting<br />

process is completely drained and there are no pore vacuum pressures. This only occurs if the permeability is very<br />

high, which could be the case in gravel. Of course the dry density of the sand or gravel has to be replaced by the<br />

submerged density of the sand or gravel, which is usually close to unity.<br />

<strong>The</strong> shapes of the curves between the standard configuration and the alternative configuration are very similar.<br />

<strong>The</strong> shear angle first increases with an increasing blade angle up to a maximum after which the shear angle<br />

decreases with a further increasing shear angle. <strong>The</strong> shear angle also decreases with an increasing angle of internal<br />

friction. It should be noted here that the external friction angle is assumed to be 2/3 of the internal friction angle.<br />

<strong>The</strong> cutting forces become very high at large blade angles (close to 90°). Nature will find an alternative cutting<br />

mechanism in this case which has been identified as the wedge mechanism. At which blade angle the wedge<br />

mechanism will start to occur depends on the internal and external friction angles, but up to a blade angle of 60°<br />

the model as described here can be applied. See Chapter 11: A Wedge in Dry <strong>Sand</strong> <strong>Cutting</strong>. for detailed information<br />

on the wedge mechanism.<br />

5.5. <strong>The</strong> Influence of Inertial Forces.<br />

In the previous chapter the shear angle and the cutting forces are given for the influence of the weight only. This<br />

will be appropriate for very small cutting velocities, but the question is of course; what is a very low cutting speed.<br />

Copyright © Dr.ir. S.A. Miedema TOC Page 111 of 454

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