ANALYSIS OF PROJECT SOLUTIONS OF THE PILE FOUNDATION USING THE METHOD OF SOIL TESTS BY STATIC COMPRESSIVE LOADING

Authors

  • L.V., Сhupryna («Zaporizhzhia Polytechnic» National university, Zaporizhzhia),
  • M.D., Pomazan («Zaporizhzhia Polytechnic» National university, Zaporizhzhia),
  • О.S., Ishchenko («Zaporizhzhia Polytechnic» National university, Zaporizhzhia),
  • Y.O., Bilov («Zaporizhzhia Polytechnic» National university, Zaporizhzhia),
  • S.S., Ishchenko («Zaporizhzhia Polytechnic» National university, Zaporizhzhia),

DOI:

https://doi.org/10.31713/budres.v0i43.28

Abstract

The article discusses the design solution of the pile foundation and the data of engineering and geological investigations. The design bearing capacity of the piles, the lower ends of which are deepened to the design marks, was confirmed. According to the results of the completed set of works on the manufacture of six experimental piles and their tests of soils with static compressive loads, it was established that the technology for the manufacture of piles with the fastening of the well with an inventory casing pipe and a saturated clay solution of bentonite clay satisfies the geological conditions of the construction site and allows the formation of the pile trunk in unstable water-saturated soils.

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Published

2023-11-30

Issue

No. 43 (2023)

Section

Статті