Hardening Soil model with small strain stiffness - Zace Services Ltd.
Hardening Soil model with small strain stiffness - Zace Services Ltd.
Hardening Soil model with small strain stiffness - Zace Services Ltd.
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Estimation of material properties: E ref<br />
50<br />
Lets us find E 50 for each confining stress<br />
f<br />
50<br />
( σ<br />
3<br />
=<br />
q<br />
2500<br />
2000<br />
1500<br />
100)<br />
1000<br />
1<br />
E<br />
50( σ<br />
3<br />
= 300kPa)<br />
1<br />
E<br />
50( σ<br />
3<br />
= 600kPa)<br />
E<br />
50( σ<br />
3<br />
= 100kPa)<br />
1<br />
q<br />
f<br />
50<br />
( σ<br />
3<br />
=<br />
q<br />
f<br />
50<br />
( σ<br />
3<br />
=<br />
100)<br />
500<br />
100)<br />
0<br />
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1<br />
Andrzej Truty ZACE <strong>Services</strong><br />
<strong>Hardening</strong> <strong>Soil</strong> <strong>model</strong> <strong>with</strong> <strong>small</strong> <strong>strain</strong> <strong>stiffness</strong>
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