Pile-slab foundation’s settlement evaluation in pseudo-nonlinearity formulation
نویسندگان
چکیده
In this paper, an analytical solution to the problem of interaction a pile-slab foundation with 2-layer elastic soil basement is proposed. A new method was proposed take into account nonlinearity soils in formulation. This consists limiting bearing capacity pile along lateral surface by strength adjacent and redistributing applied load toe. article, comparative analysis formulation numerical simulation elastic-plastic carried out scope solution, which taking described mechanism soil, investigated. Numerical geotechnical software package Plaxis 2D . According results calculations, graphs dependence settlement on loads were constructed for various values strength. The showed significant differences rate development plastic zones deformation obtained methods.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2023
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202341002033