ABSTRACT
This article discusses some issues on the development of a calculation scheme, a method for calculating a pile in subsiding soil conditions and determining the numerical values of the coefficient of influence of a vertical load on the horizontal bearing capacity of a pile. Developing the methodology for determining the coefficient of influence of the vertical load on the horizontal bearing capacity of the pile, developed by Professor V.V. Znamensky for calculating the cluster pile foundation, a calculation scheme and a calculation method have been proposed for determining the value of the influence coefficient with an increase in the vertical load and wetting of the subsiding soil of a single pile. According to the proposed method of calculation, the numerical values of the coefficients of the influence of vertical loads on the horizontal bearing capacity of bored piles were determined (Table 1). As a result of the latest compared results without taking into account the coefficients, the horizontal bearing capacity is increased at a natural humidity of 181.5…217 kN and in a water-saturated state of 193.5…238.5 kN.
