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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 />

40<br />

35<br />

30<br />

25<br />

Force Direction Angle ψ vs. Blade Angle α<br />

hi=0.05 m Flow Type<br />

hi=0.10 m Flow Type<br />

Force Direction Angle ψ (Degrees)<br />

20<br />

15<br />

10<br />

5<br />

0<br />

-5<br />

-10<br />

-15<br />

-20<br />

-25<br />

-30<br />

-35<br />

-40<br />

30 45 60 75 90<br />

Blade Angle α (Degrees)<br />

hi=0.15 m Flow Type<br />

Experiments hi=0.05 m<br />

Experiments hi=0.10 m<br />

Experiments hi=0.15 m<br />

hi=0.05 m Tear Type<br />

hi=0.10 m Tear Type<br />

hi=0.15 m Tear Type<br />

© S.A.M.<br />

Figure 7-46: <strong>The</strong> direction of the total cutting force measured and calculated.<br />

Horizontal <strong>Cutting</strong> Force F h (kN)<br />

Horizontal <strong>Cutting</strong> Force F h vs. Layer Thickness h i<br />

3.00<br />

2.90<br />

2.80<br />

2.70<br />

2.60<br />

2.50<br />

2.40<br />

2.30<br />

2.20<br />

2.10<br />

2.00<br />

1.90<br />

1.80<br />

1.70<br />

1.60<br />

1.50<br />

1.40<br />

1.30<br />

1.20<br />

1.10<br />

1.00<br />

0.90<br />

0.80<br />

0.70<br />

0.60<br />

0.50<br />

0.40<br />

0.30<br />

0.20<br />

0.10<br />

0.00<br />

0.00 0.05 0.10 0.15 0.20<br />

Layer Thickness h i (m)<br />

Fh Flow<br />

Fh Tear - Beta Flow<br />

Fh Tear - Beta Real<br />

Fh Curling<br />

Hatamura & Chijiiwa<br />

© S.A.M.<br />

Figure 7-47: <strong>The</strong> 60 degree experiments.<br />

Page 236 of 454 TOC Copyright © Dr.ir. S.A. Miedema

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