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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 />

Horizontal <strong>Cutting</strong> Force Coefficient λ HI vs. Blade Angle α<br />

5.0<br />

4.5<br />

φ=25°<br />

Horizontal <strong>Cutting</strong> Force Coefficient λ HI (-)<br />

4.0<br />

3.5<br />

3.0<br />

2.5<br />

2.0<br />

1.5<br />

1.0<br />

φ=30°<br />

φ=35°<br />

φ=40°<br />

φ=45°<br />

0.5<br />

φ=50°<br />

0.0<br />

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

Blade Angle α (Degrees)<br />

© S.A.M.<br />

Figure B-25: <strong>The</strong> horizontal cutting force coefficient λHI<br />

for a dimensionless inertial effect parameter λi=250.<br />

Vertical <strong>Cutting</strong> Force Coefficient λ VI vs. Blade Angle α<br />

1.0<br />

0.8<br />

φ=25°<br />

Vertical <strong>Cutting</strong> Force Coefficient λ VI (-)<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

-0.2<br />

-0.4<br />

-0.6<br />

φ=30°<br />

φ=35°<br />

φ=40°<br />

φ=45°<br />

-0.8<br />

φ=50°<br />

-1.0<br />

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

Blade Angle α (Degrees)<br />

© S.A.M.<br />

Figure B-26: <strong>The</strong> vertical cutting force coefficient λVI<br />

for a dimensionless inertial effect parameter λi=250.<br />

Page B-18 of 228 TOC Copyright @Dr.ir. S.A. Miedema

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