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Online Help

GEO5

Tree
Settings
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Coefficients m1, m2

Load type coefficient m1 :

-

for service load

0.7

-

for extreme load

1.0

Shaft protection coefficient m2 :

-

for concreting in a dry shaft or underwater

1.0

-

for concreting with bentonite slurry

0.9

-

for PVC sheet pile protection (thickness over 0.7 mm)

0.7

-

for sheet pile protection and B system mesh

0.5

-

for steel casing tube protection

0.15

Literature:

Masopust, J., Glisnikova, V.: Zakladani staveb Modul M01. 1st edition, Brno, AN CERM, 2007, 182 p., ISBN 978-80-7204-538-9.

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