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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> boundary condition is in fact a specific flow rate (Figure 6-8) that can be determined with the following<br />

hypothesis. For a sand element in the deformation zone, the increase in the pore volume per unit of blade length<br />

is:<br />

V A x hi<br />

x l sin( )<br />

(6-19)<br />

nmax<br />

ni<br />

<br />

1<br />

n<br />

(6-20)<br />

max<br />

It should be noted that in this book the symbol ε is used for the dilatation, while in previous publications the symbol<br />

e is often used. This is to avoid confusion with the symbol e for the void ratio.<br />

For the residual pore percentage nmax is chosen on the basis of the ability to explain the water under-pressures,<br />

measured in laboratory tests. <strong>The</strong> volume flow rate flowing to the sand element is equal to:<br />

V<br />

x<br />

Q l sin( ) vc<br />

l sin( )<br />

t<br />

t<br />

(6-21)<br />

With the aid of Darcy's law the next differential equation can be derived for the specific flow rate perpendicular<br />

to the deformation zone:<br />

Q k p k p<br />

q q q v sin( )<br />

l g n g n<br />

i<br />

max<br />

1 2 c<br />

w 1 w 2<br />

(6-22)<br />

<strong>The</strong> partial derivative p/n is the derivative of the water under-pressures perpendicular on the boundary of the<br />

area, in which the water under-pressures are calculated (in this case the deformation zone). <strong>The</strong> boundary<br />

conditions on the other boundaries of this area are indicated in Figure 6-8. A hydrostatic pressure distribution is<br />

assumed on the boundaries between sand and water. This pressure distribution equals zero in the calculation of the<br />

water under-pressures, if the height difference over the blade is neglected.<br />

<strong>The</strong> boundaries that form the edges in the sand package are assumed to be impenetrable. Making equation (6-22)<br />

dimensionless is similar to that of the breach equation of Meijer and van Os (1976). In the breach problem the<br />

length dimensions are normalized by dividing them by the breach height, while in the cutting of sand they are<br />

normalized by dividing them by the cut layer thickness.<br />

Equation (6-22) in normalized format:<br />

k p p g v h sin( )<br />

n<br />

k k h<br />

i<br />

w c i<br />

'<br />

with: n <br />

' '<br />

max n<br />

1 n<br />

2<br />

max i<br />

(6-23)<br />

This equation is made dimensionless with:<br />

p<br />

'<br />

p<br />

'<br />

n<br />

<br />

n g v h /k<br />

w c i max<br />

(6-24)<br />

<strong>The</strong> accent indicates that a certain variable or partial derivative is dimensionless. <strong>The</strong> next dimensionless equation<br />

is now valid as a boundary condition in the deformation zone:<br />

max 1 2<br />

'<br />

ki<br />

p p<br />

sin( )<br />

k n n<br />

'<br />

(6-25)<br />

Page 130 of 454 TOC Copyright © Dr.ir. S.A. Miedema

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