Vibro replacementSubsoil improvement using compacted columns of gravel or crushed stone
The vibro-compaction method is used for subsoil improvement in soils with low bearing capacity. This involves creating compacted columns of mineral materials, such as gravel or crushed stone, within the subsoil. The work is carried out on a project-by-project basis, taking into account the geotechnical and structural requirements.
Encyclopedia: Vibro replacement
Deep vibro compactionSubsoil improvement in accordance with DIN EN 14731
Vibro replacement is a type of deep vibratory compaction method and is used for subsoil improvement. It involves creating columns of gravel or crushed stone to adapt the properties of the subsoil to the requirements of the construction project. The method is used in particular in fine-grained and mixed-grained soils.
Characteristics of the method
In construction projects involving soil layers with low bearing capacity, subsoil improvement measures may be considered as an alternative to other foundation or ground treatment measures. The selection of the appropriate method is made taking into account the geological, technical and project-specific conditions.
Vibro replacement is carried out using mineral materials such as gravel or crushed stone. Depending on the project requirements, different column diameters, column spacings and embedment depths are used.
Technical brochureVibratory compaction
Applications
The deep vibrocompaction method is a cost-effective means of subsoil improvement and is mainly used for the foundations of structures on soil that lacks sufficient bearing capacity. These include:
- Residential and commercial buildings
- Hotel buildings
- Industrial buildings
- Office and administrative buildings
- Shopping centres
Vibro replacement is used in fine-grained and mixed-grained soils. In this process, columns of gravel or crushed stone are progressively formed in soils that are difficult or impossible to compact (preferably washed gravel with a grain size of 8/16 mm or 8/32 mm).
Benefits / Features
Vibro replacement can be adapted to different subsoil conditions and project requirements through various implementation options.
- Soil management: Complete soil displacement without conventional soil excavation.
- Materials used: Construction of the rammed columns using mineral materials such as gravel or crushed stone.
- Implementation: Adjustment of the insertion depth in accordance with subsoil conditions or project-specific requirements.
- Method variants: In very soft soils, the columns can be grouted by adding a suspension.
- Column arrangement: Different column diameters, column spacings and grid patterns are possible.
- Subsoil properties: Depending on the specific application, the bearing capacity and water permeability of the subsoil can be influenced.
Quality assurance: Implementation in accordance with defined quality and monitoring measures.
Basic facts
Quality assurance
The following measures, in particular, contribute to a high standard of workmanship:
- Individually coordinated procedural instructions
- Compliance with the requirements of the DIN EN 14 731 standard
- Monitoring of automatic production logs
- Digital monitoring and analysis of production parameters
- Clear processes via our quality management system in accordance with DIN EN ISO 9001:2015
Design variants
Depending on the subsoil conditions, load requirements and project specifications, various subsoil improvement methods are employed.
Vibratory compaction
Vibratory compaction is used for coarse-grained soils. In this process, the soil is compacted by driving a deep vibrator into the ground.
Vibro replacement
Vibro replacement is used in fine-grained and mixed-grained soils. In this method, columns of gravel or crushed stone are driven into the subsoil. The areas of application for vibro replacement and vibro-compaction are shown in the grain size diagram below.
In-situ concrete vibro-columns
In-situ concrete vibro-columns are used in projects with high load requirements. The choice of method is made taking into account the geotechnical and project-specific constraints.
