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Signed in as:
filler@godaddy.com
Different injection materials are suitable for the stabilisation of dry and moist gravel and sand bases and hence to create ground stabilisation.
The injection procedure is accomplished with packers or injection lances directly into the areas to be strengthened and hardened. The hardened resin/sand mixtures are distinguished by their high rigidity and stability.

Rubber-elastic, 3 C acrylate gel, multi purpose applicable

Adjustable, low viscous, quickly reacting 3 C acrylate gel

Adjustable, low viscous rigid acrylate resin with high final strength. Specially to create ground stabilisation

1-component injection resin based on polyurethane

Very quickly reacting, from ridged to tough elastic, 2K polyurethane resin, which foams up in contact with water

2K Polyurethane resin, which foams up in contact with water. Slowly curing, from ridged to tough elastic

Foaming, quick reacting, 2K Polyurethane based resin

Fast-reacting, slightly flexibilized, strongly expanding injection foam based on silicate resin, contains flame retardants

Non-foaming, ridged to tough elastic injection resin based on silicate

Non-foaming, ridged to tough elastic injection resin based on silicate

Thixotropic, very fast reacting silicate resin

Especially for stabilization of track gravel

Single-component injection material based on extra-fine cement

Ready to use dry mixture, non-shrinking.

Ready to use dry mixture, non-shrinking.
By reason of its extremely low viscosity and its high mechanical stability in hardened condition RUBBERTITE® is very suitable for the compression and stabilisation of ground. A penetration of the ground is usually achieved via injection lances in this procedure. The hardened gel/sand mixture is distinguished by a high degree of rigidity and stability.
In the new construction of tunnels which are erected in tubbing sections or pipe drive, RUBBERTITE® is employed for the stabilisation of the ambient ground area in the new construction of tunnels. This is essential especially if repair work on the road heading machinery must be carried out or when leakage must be remedied in the region of the start and target shafts.
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