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 |