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

M.I. Nikitenko, I.P. Dubatovka

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).

Keywords


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

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ISSN 2336-5382 (Online)
Published by the Czech Technical University in Prague