![]() ![]() Therefore, deformation properties of the reinforcements and their interaction with soil environment become more important because strength parameters are not fully reached. This difference is caused by the conservative approach of conventional analytical methods and by the high values of the safety factors of geosynthetic reinforcements that undervalue their strength parameters. Internal Stability Analyses of Geosynthetic Reinforced Retaining Walls Jozef Vlþeka* aĭepartment of Geotechnics, University of Zilina, FCE, Univerzitna 8215/1, Zilina SK-010 26, SlovakiaĪbstract Monitoring of realized structures shows significant difference between assumed and measured values of the wall displacements and axial forces in geosynthetic reinforcements. XXIII R-S-P seminar, Theoretical Foundation of Civil Engineering (23RSP) (TFoCE 2014) Available online at ScienceDirect Procedia Engineering 91 (2014) 346 – 351 ![]()
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