D6 HOŘOVIČKY, BYPASS – VD-ZDS/AD – GEOTECHNICAL WORKS
- Review of the results of available geotechnical surveys
- Proposal for the construction of the earth body of the addressed roads
- Supplementing the conclusions of the GTP in relation to the groundwater regime
- Mathematical modeling – geotechnical calculations of consolidation and stability of high embankments
- Proposal for the foundation of selected construction objects – updates, refinements
- Technical assistance to the designer in incorporating the conclusions of the GTP into the project documentation
The mathematical model assessed the total deformations during the construction of the embankment body lightened with lightweight ceramic aggregate with soil interlayers. The maximum height of the embankment is 8.3 m.
Design of gabion structures securing the slope in the road area
Calculation of horizontal and vertical bearing capacity of the pile for the bridge object
