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The design is unacceptable if the degree of utilization is > 100%

Verification of strength for long-term (drained) conditions c'd (0.015 ^

Design stability number (drained) Nd

V0.017 y

Design angle of shearing resistance ^ =

V16.2 y

From Taylor's chart, the maximum design slope angle is Pd =

V23 y

Degree of utilization is a

GEO,1

v83 y o

The design is unacceptable if the degree of utilization is > 100%

0 0

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