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Neu: Quick-Lock END

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Quick-Lock liner end sleeve for connecting liner systems to pipes and buildings more

QUiST Joint Compression Profile

QUiST Joint Compression Profile
for the rehabilitation and sealing of Joints in Buildings, Structures, Pipes and all Prefabricated Concrete structures... more

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Ground and Surface Foundation

Ground Improvement with Concrete-bound Stabilisation Columns CSV

Although it has already successfully been used on numerous construction sites, a new alternative to the time and cost intensive underground replacement is the installation of lime columns with minimal diameter. The CSV procedure, in terms of the technique to execute it, is a very flexible surface foundation procedure, by which stabilisation columns are brought into ground of inadequate load-carrying capacity using a complete displacement procedure.

Procedure Principle
For the procedure, complete displacement columns are manufactured using a worm and a special press head. The CSV worm passes through a storage tank. When pressed into the ground, as also when pulling, the worm conveys an aggregate mixture from the tank and compresses the dry mixture to form solid columns.


Mode of Operation of CSV Columns
The aggregate mixture introduced removes water from the ground and thereby hardens. The ground improvement refers as well to the improvement of the in-situ ground through drainage, as also to the effect of the columns, comparatively stiff, in connection with the neighbouring ground. Due to the greater stiffness of the stabilising columns as compared to the ground firmness, the load is concentrated on the stabilising columns. Through this, the ground is not so heavily loaded between the columns (load transferral)Zahl

Numerous areas of Utilisation and Advantages Speak for CSV

Areas of Utilisation

  • Spread foundation
  • Securing of embankments
  • Planar ground improvement for land fills or traffic areas


Important Advantages

  • Very cost-effective procedure
  • Quick and flexible construction methods
  • Possible application for cramped spaces
  • Avoidance of extensive ground water drainage


Through the displacement procedure, no bore stock occurs. There are, therefore, no disposal costs for impure excavated material.