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Hardening Soil model with small strain stiffness - Zace Services Ltd.

Hardening Soil model with small strain stiffness - Zace Services Ltd.

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Excavation in Berlin Sand: <strong>Soil</strong> deformation in cross<br />

section x =20m<br />

Y [m]<br />

-0.004 -0.003 -0.002 -0.001 0<br />

0<br />

Ux [m]<br />

-10<br />

-20<br />

-30<br />

-40<br />

-50<br />

-60<br />

-70<br />

-80<br />

-90<br />

-100<br />

HS<br />

HS-<strong>small</strong><br />

MC<br />

Horizontal movement in cross section x=20m at last stage of<br />

excavation, relative to the step when dewatering was finished<br />

(t = 2)<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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