Slope stabilisation method on S7 «Zakopianka» road case
About authors
- 1 — AGH University of Science and Technology
- 2 — AGH University of Science and Technology
Abstract
Modernization of the Zakopianka Road is probably the most expected investment in Southern Poland. Some problems occurred during the construction stage connected with protection of slopes from failure at the pre-planned highway location. This problem resulted from a relatively small amount of investment and lack of soil stabilization plans in the original construction design. Various slope reinforcing methods for the Myślenice – Pcim highway section are presented in the paper. The results of calculations with Finite Difference Method (FDM) and Limit Equilibrium Method (LEM) are presented as well.
References
- Jarominiak A. Lekkie konstrukcje oporowe Wydawnictwa Komunikacji i Łączności. Warszawa, 1999.
- Furtak K., Hebda M., Skoplak Z. Wpływ poziomu kotwienia muru oporowego na jego nośność // Geoinżynieria: drogi, mosty, tunele. 2006. N 1.
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