Abstract:
The current calculating theories of massive constructions are based on the simplified models
without consideration of factors settlement as nonhomogeneous environments interaction, the interacting
environments nonlinearity or considering them separately and conditionally. Therefore, equivalent numerical
model designing of bored piles interaction with the soil mass and designing of a nonlinear technique of
numerical calculation of similar systems on its basis is a modern and relevant task, which is an effective tool
for a number of relevant geotechnical tasks solutions. The calculation of reinforced concrete bored pile with
the real diagrams of a pile material deformation and surrounding rock massif has been presented in the article.
The computer program allows receiving the strain-stress state of a pile and the surrounded massif as one
heterogeneous body. New calculation approaches of the reinforced concrete bored pile can be used in the
standards modernization when transferring from the regulatory framework of Kazakhstan to Euro code
according to the reform concept.
