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

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