4/7/2024 0 Comments Fine geo 5![]() The input parameters for the analysis of pile horizontal bearing capacity are the pile material characteristics (modulus of elasticity and strength of a given material), pile geometry (pile length l and its diameter d), and also the pile load due to shear force and bending moment. The soil parameters are specified in the " Horizontal bearing capacity" frame based on the type of soil (cohesive, cohesionless). When adopting the Broms method for the analysis of horizontal bearing capacity the program disregards up now input soil layers. ![]() The type of analysis of the pile horizontal bearing capacity is specified in the " Settings" frame, tab " Piles". ![]() Thus the analysis method does not allow for layered subsoil. This method exclusively assumes a pile in the homogeneous soil. Pile Horizontal Bearing Capacity - Brom’s MethodĪnalysis of a single pile according to Broms is described in Broms, 1964. ![]()
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