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

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

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<strong>The</strong> <strong>Delft</strong> <strong>Sand</strong>, <strong>Clay</strong> & <strong>Rock</strong> <strong>Cutting</strong> <strong>Model</strong>.<br />

<strong>The</strong> length of the blade D-C is:<br />

hb<br />

D C L4<br />

<br />

sin <br />

<br />

<br />

(12-34)<br />

<strong>The</strong> distance between the blade edge and the wedge side A-C (perpendicular) is:<br />

<br />

(12-35)<br />

L L sin<br />

5 3<br />

<strong>The</strong> distance from point A and the line L5 is:<br />

<br />

(12-36)<br />

L L cos<br />

6 3<br />

<strong>The</strong> arm of the acting point of N2 and W2 is now:<br />

L7 L6 R2<br />

(12-37)<br />

<strong>The</strong> equilibrium of moments can be determined using all those distances:<br />

<br />

M N 4 W 4 R 4 N 3 W 3 R 3 N 2 W 2 L 7 S 2 L 5 0<br />

(12-38)<br />

Equation (12-38) still contains the unknown arms R2, R3 and R4. Based on the FEM calculations for the pore<br />

pressures, values of 0.35·L2, 0.55·L3 and 0.32·L4 are found, Ma (2001). Figure 12-19 shows the moments on the<br />

wedge with respect to the cutting edge as a function of the wedge angle θ for different values of the shear angle β<br />

and a blade angle α of 90º. <strong>The</strong> moment is zero for a wedge angle θ between 50º and 55º.<br />

2.0<br />

Moment versus Wedge Angle<br />

1.6<br />

1.2<br />

0.8<br />

Moment<br />

0.4<br />

0.0<br />

-0.4<br />

-0.8<br />

-1.2<br />

-1.6<br />

-2.0<br />

45 47 49 51 53 55 57 59 61 63 65<br />

Wedge Angle (deg.)<br />

Beta=15 deg. Beta=20 deg. Beta=25 deg. Beta=30 deg.<br />

Figure 12-19: Moment versus wedge angle θ by using polynomial regression for:<br />

α=90 0 ; β=15 0 ,20 0 ,25 0 ,30 0 ; δ=28 0 ; φ=42 0 ; hi=1; hb=3; ki/kmax=0.25<br />

Page 358 of 454 TOC Copyright © Dr.ir. S.A. Miedema

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