FEATURES REGARDING INTERACTION OF ANCHOR PILES SUCH AS "TITAN" AND "GEOIZOL" WITH SOILS

Authors

  • M.I. Nikitenko
  • I.P. Dubatovka

DOI:

https://doi.org/10.14311/APP.2017.10.0012

Keywords:

deep excavation pit, underground retaining wall, anchor piles Titan, Geoizol

Abstract

The article describes the experience of using anchors at a deep excavation for the construction of a multifunctional complex in Minsk. The authors describe the features of the device and the testing of the pressure grouted anchoring structure of "Geoizol" (according to the "Titan" type system).

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Published

2017-10-15

Issue

Vol. 10 (2017): 44th CONFERENCE FOUNDATION ENGINEERING BRNO 2016

Section

Articles

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