Anchoring retaining wall Loreta Czech Republic Anchoring retaining wall Loreta Czech Republic
Anchoring
Anchoring
retaining wall
Loreta Czech Republic
tehnologii de injectare cu rasini
The anchoring of the retaining wall was carried out using R32N self-drilling rods and the Geopur® injection material, a two-component polyurethane resin.
For drilling and injections, 10 rods with a length of 6m were used. The drillings were carried out at an angle of 30° to the horizontal, so that the rods were anchored in the soil layer established in the project (rock).
The cracks detected in the reinforced concrete structure of the retaining wall were sealed using the “sewing” technique.
In accordance with the regulations in force, the bearing capacity of the anchors was tested by traction. The value of the bearing capacity obtained through tests was 150kN , and value taken into consideration by calcul was 70kN.
Design Sketch:
The anchoring of the retaining wall was carried out using R32N self-drilling rods and the Geopur® injection material, a two-component polyurethane resin.
For drilling and injections, 10 rods with a length of 6m were used. The drillings were carried out at an angle of 30° to the horizontal, so that the rods were anchored in the soil layer established in the project (rock).
The cracks detected in the reinforced concrete structure of the retaining wall were sealed using the “sewing” technique.
In accordance with the regulations in force, the bearing capacity of the anchors was tested by traction. The value of the bearing capacity obtained through tests was 150kN , and value taken into consideration by calcul was 70kN.
