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GEO5

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Slope Partial Factors

The calculation applies the following partial factors:

Partial factors of soil properties

Partial factor on internal friction :

f ms

1.00

Partial factor on effective cohesion :

f ms

1.60

Partial factor on undrained shear strength :

f ms

1.00

Resistance factors

Resistance factor on sliding :

f s

1.20

Resistance factor for pullout of reinforcement :

f p

1.30

Partial factors of slip on reinforcement :

f s

1.30

Partial factors

Dead load of structural components :

f fs

1.50

Earth surcharge load (permanent) :

f f

1.20

Live load surcharge :

f q

1.30

Loads acting favourable :

f

1.00

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