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GEO5

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Wall Partial Factors

The verification analysis is performed for two sets of coefficients:

  • Combination A - generates maximum foundation bearing pressure
  • Combination B - generates the worst case for sliding along the base

The following partial factors are applied:

Partial factors of soil properties

Partial factor on internal friction

fms

1.00

Partial factor on effective cohesion

fms

1.60

Partial factor on undrained shear strength

fms

1.00

Resistance factors

Resistance factor on sliding

fs

1.20

Resistance factor on bearing capacity

fms

1.35

Resistance factor for pullout of reinforcement

fp

1.30

Partial factors of slip on reinforcement

fs

1.30

Partial factors

Combination A

Combination B

Dead load of structural components

ffs

1.50

1.00

Earth pressure - active

ffs

1.50

1.50

Permanent load - on the block

fs

1.50

1.00

Permanent load - behind the block

fs

1.50

1.50

Variable load - on the block

fq

1.50

0.00

Variable load - behind the block

fq

1.50

1.50

Loads acting favourable

f

1.00

1.00

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