Pile Bearing Capacity
The bearing capacity of a pile depends on the complex interactive behavior with the surrounding soil. Therefore:
We analyze bearing capacity using empirical, analytical, and numerical methods (Bustamante–Gianeselli, Meyerhof, Vesic, Eslami–Fellenius, etc.).
We apply in-situ field data SPT (Standard Penetration Test), CPT (Cone Penetration Test), DMT (Dilatometer Test), PMT (Pressuremeter Test) and laboratory test results (soil laboratory testing) as input parameters.
We model shaft and base resistance, as well as negative skin friction and group effects.
We investigate vertical and lateral pile capacity.
We perform analyses and verifications in accordance with partial factor principles and design approaches (DA1, DA2, DA3) according to Eurocode 7.
Deterministic and probabilistic pile capacity assessment.
We prepare calculations with safety factors and defined deformation limits.
We apply a wide range of dynamic formulas and develop customized dynamic formulas according to your requirements.
We determine the factor of safety for your piles at all stages, from design to as-built condition.