K Kouzouki Engineering calculators
Geotechnical

Geotechnical capacity calculators

Common soil capacities that feed the structural foundation tools — shallow bearing capacity (Vesić general equation), deep pile/pier axial capacity (skin friction + end bearing), laterally loaded pier/pole embedment (IBC 1807.3.2) and lateral earth pressure (Rankine at-rest / active / passive). Every equation, substitution, variable definition and code reference is shown in full.

Bearing Capacity

Shallow foundation ultimate & allowable bearing — Vesic general equation with shape/depth factors.

Open →

Pile / Pier Capacity

Deep foundation axial capacity — skin friction + end bearing (alpha-clay / beta-sand).

Open →

Lateral Pier / Pole

Embedment of a laterally loaded post/pole — IBC 1807.3.2 constrained & non-constrained.

Open →

Lateral Earth Pressure

At-rest / active / passive Rankine resultants with surcharge & water table.

Open →
Design basis. Soil strength parameters (c, φ, γ), the allowable soil bearing and the IBC lateral-bearing value are geotechnical inputs — confirm with the project soils report. Bearing-capacity and pile factors are theoretical (Vesić / static method); a global factor of safety is applied to obtain allowable capacities. Each page carries an independent validation report.