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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> Properties of the 200 μm <strong>Sand</strong>.<br />

Appendix K: <strong>The</strong> Properties of the 200 μm <strong>Sand</strong>.<br />

<strong>The</strong> sand in the old laboratory DE, with a d50 of 200 m, is examined for the following soil mechanical parameters:<br />

1. <strong>The</strong> minimum and the maximum density, Table K-1: Pore percentages.<br />

2. <strong>The</strong> dry critical density, Table K-1: Pore percentages.<br />

3. <strong>The</strong> saturated critical density, Table K-1: Pore percentages. <strong>The</strong> permeability as a function of the density,<br />

Table K-2: Permeability as a function of the porosity.<br />

4. <strong>The</strong> angle of internal friction as a function of the density, Table K-4: <strong>The</strong> angle of internal friction as function<br />

of the pore percentage.<br />

5. <strong>The</strong> d50 as a function of the time, Table K-3: <strong>The</strong> d 50 of the sand as function of the time.<br />

6. <strong>The</strong> cone resistance per experiment.<br />

7. <strong>The</strong> density in the test stand in combination with the cone resistance.<br />

<strong>The</strong> points 7 and 8 need some explanation. With the aid of a Troxler density measuring set density measurements<br />

are performed in situ, that is in the test stand. During each measurement the cone resistance is determined at the<br />

same position. In this way it is possible to formulate a calibration formula for the density as a function of the cone<br />

resistance. <strong>The</strong> result is:<br />

65.6<br />

n with: n in %, C in kPa<br />

<br />

0.082<br />

p<br />

(K-1)<br />

Cp<br />

In which the cone resistance is determined in a top layer of 18 cm, where the cone resistance was continuously<br />

increasing and almost proportional with the depth. <strong>The</strong> value to be used in this equation is the cone resistance for<br />

the 18 cm depth.<br />

With the aid of this equation it was possible to determine the density for each cutting test from the cone resistance<br />

measurements. <strong>The</strong> result was an average pore percentage of 38.53% over 367 tests.<br />

By interpolating in Table K-2 it can be derived that a pore percentage of 38.53% corresponds to a permeability of<br />

0.000165 m/s. By extrapolating in this table it can also be derived that the maximum pore percentage of 43.8%<br />

corresponds to a permeability of approximately 0.00032 m/s. At the start of the cutting tests the pore percentage<br />

was averaged 38%, which corresponds to a permeability of 0.00012 m/s.<br />

Copyright © Dr.ir. S.A. Miedema TOC Page K-49 of 228

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