The link was sent to your email.

We were unable send the link to your email. Please check your email.

Missing captcha code. Please check whether your browser is not blocking reCAPTCHA.

Invalid captcha code. Please try again.

Online Help

GEO5

Tree
Settings
Product:
Program:
Language:

Standard Analysis

By default, the solution based on J. Brinch - Hansen theory is used, where the bearing capacity of foundation soil is:

where:

bearing capacity factors:

for:

             for:

shape factors:

depth factors:

inclination factors:

base factors:

ground factors:

Notation of angles for coefficients b, g

where:

c

-

cohesion of soil

q0

-

equivalent uniform load accounting for the influence of foundation depth

d

-

depth of the footing bottom

γ1

-

unit weight of soil above the footing bottom

b

-

width of foundation

γ

-

unit weight of soil

Ne, Nd, Nb

-

coefficient of bearing capacity

se, sd, sb

-

coefficients of shape of the foundation

de, dd, db

-

coefficients of influence of foundation depth

ie, id, ib

-

coefficients of influence of slope of the load

be, bd, bb

-

coefficients of influence of base slope

ge, gd, gb

-

coefficients of influence of slope of the terrain

φ

-

angle of internal friction of soil

l

-

length of foundation

δ

-

angle of deviation of the resultant force from the vertical direction

β

-

slope of terrain

α

-

slope of footing bot

Try GEO5 software yourself.
For free, without analysis restrictions.