ENGINEERING SOLUTION
FOUNDATION REINFORCEMENT
Foundation system, loads and materials.
- ≈50%*
- GRANULAR LAYER THICKNESS OPTIMISATION
- 50/50 kN/m
- HG-B BIAXIAL TENSILE STRENGTH
* Engineering calculation is required for each specific project.
DISCUSS PROJECTENGINEERING APPROACH
FROM PROJECT CONDITIONS TO A SYSTEM SOLUTION
Configuration is defined by the conditions of the specific project.
PROJECT CONDITIONS
GROUND
LOADS
GEOMETRY AND DRAINAGE
ENGINEERING ASSESSMENT
- FUNCTION
- MATERIAL
- CONFIGURATION
FOUNDATION SYSTEM
HG-T · LAYER OPTIMISATION
HG-B · LOAD TRANSFER
The final configuration is confirmed by engineering calculation.
TECHNICAL DIRECTIONS
TWO SYSTEM TYPES FOR ONE ENGINEERING TASK
Selection is driven by the site conditions, loading and calculation.
HG-T
GRANULAR LAYER STABILISATION
ROAD BASES · WORKING PLATFORMS
HG-B
LOAD TRANSFER AND REINFORCEMENT
PILE-SUPPORTED PLATFORMS · LOADED FOUNDATIONS
DISCUSS PROJECT CONDITIONS
The final configuration is confirmed by engineering calculation.