multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
multiPlas - Dynardo GmbH
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Reference solution: Example 2 - Calculation with LAW = 1 MOHR-COULOMB (bsp2.dat)<br />
Number of substeps / iterations: 4 / 18<br />
cpu-time: (1x 4-M CPU 1,70 GHz) 21,9 sec<br />
Stresses in load step 2 as path plots along the boundary x = 0<br />
Coefficient of earth pressure sx / sy in load step 2 as a path plot along the border x = 0<br />
U,sum = 0,047487 m<br />
EPPL,EQV = 0,003927<br />
53<br />
USER’S MANUAL, January, 2013