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GEO5

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Pull-out Resistance (Soil)

The method of analysis is selected in the section "Pull out resistance (soil)".

Settings of analysis for pull out resistance (soil)

Analysis for a prestressed bar, strand, and non-prestressed bar anchors

Option "calculate from effective stress"

where:

d

-

diameter of the root

lk

-

root length

σz

-

geostatical stress

φ

-

angle of the internal friction of the soil

Option "calculate from bond strength"

where:

d

-

diameter of the root

lk

-

root length

f

-

bond strength

Option "input bearing capacity per unit length"

where:

Re, bm

-

pull out resistance from soil per unit

lk

-

root length

Option "input"

The total value of pull out resistance (soil) is entered Re [kN, lbf]

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