Method of Calculating Absolutely Rigid Prismatic Deep Piles Forced by Mutual Vertical and Horizontal Loads Considering Face and Side Resistance of Ground

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Rubric:     Theoretical and experimental studies   
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Basing on Fuss-Winkler’s model characterized by parametrically non-linear changing of coefficient of ground rigidness along depth and Kulon’s law of extreme shear strain in soil the calculation of absolutely rigid prismatic piles under combined action of vertical and horizontal loads considering point resistance and side friction resistance of ground is concidered. As result the values of bending moments, shear forces in random cross-sections of absolutely rigid piles were defined. The position of the point of zero displacement of piles as far as the surface of the base, offered formulas to calculate unknown initial parameters (Y0 and ?0), extremal along loads.