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

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<strong>Clay</strong> <strong>Cutting</strong>.<br />

7.3.6. Abelev & Valent (2010).<br />

Abelev & Valent (2010) investigated the strain rate dependency of the strength of soft marine deposits of the Gulf<br />

of Mexico. <strong>The</strong>y used a precision rheometer with rotational rates from 0.25 up to 1000 1/min and water contents<br />

of 55% to 95%. <strong>The</strong>y describe several models like an inverse hyperbolic sine:<br />

y 0 arcsin <br />

<br />

(7-28)<br />

<br />

0<br />

A logarithmic law and a power law:<br />

<br />

<br />

<br />

<br />

y 0<br />

log 10 <br />

y<br />

<br />

and 0 0<br />

(7-29)<br />

3.0<br />

2.8<br />

2.6<br />

2.4<br />

Strengthening Factor λ c vs. Relative Strain Rate<br />

55%<br />

65%<br />

Strengthening Factor λ c (-)<br />

2.2<br />

2.0<br />

1.8<br />

1.6<br />

1.4<br />

1.2<br />

1.0<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

0.1 1.0 10.0 100.0 1000.0 10000.0<br />

Relative strain rate (-)<br />

75%<br />

85%<br />

95%<br />

<strong>The</strong>ory<br />

Lower Limit<br />

<strong>The</strong>ory<br />

Upper Limit<br />

© S.A.M.<br />

Figure 7-16: Abelev & Valent (2010) data.<br />

<strong>The</strong> data of Abelev & Valent (2010) are shown in Figure 7-16, together with a lower limit and an upper limit based<br />

on the equation derived in this chapter. Based on their experiments they suggest a modified power law:<br />

<br />

<br />

<br />

y 0 <br />

(7-30)<br />

<br />

0<br />

<strong>The</strong> use of the equation derived in this chapter however gives even better results.<br />

<br />

<br />

y 0<br />

ln1<br />

(7-31)<br />

<br />

0<br />

One can see some dependency of the strengthening effect on the water content. It seems that the higher the water<br />

content, the larger the strengthening effect.<br />

Copyright © Dr.ir. S.A. Miedema TOC Page 203 of 454

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