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Issue 17 (2) 2018 pp. 85-95

Krystyna Kazimierowicz-Frankowska

Instytut Budownictwa Wodnego PAN, Gdańsk

Deformations of geosynthetic reinforced soil structures – comparison of results obtained by using different methods

Keywords: reinforced soil, deformation, theoretical analysis, analytical methods
Abstract:

Comparison of calculation results of horizontal deformation of geosynthetic reinforced walls obtained by using
different theoretical methods is presented. The selected approaches to solve the problem obtain both the
obviously known analytical methods (FHWA, Geoservice and CTI) and solution which is currently not very
popular, however based on mechanics of GRS, especially on identification of their potential failures (IBW
PAN method) were used. The accuracy of obtained results was verified on the basis of experimental investigations.
Main conclusions and important problems which need further investigations are presented.

pub/17_2_85.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume17/issue2/17_2_85.pdf

For citation:

MLA Kazimierowicz-Frankowska, Krystyna. "Deformations of geosynthetic reinforced soil structures – comparison of results obtained by using different methods." Acta Sci.Pol. Arch. 17.2 (2018): 85-95.
APA (2018). . Acta Sci.Pol. Arch. 17 (2), 85-95
ISO 690 KAZIMIEROWICZ-FRANKOWSKA, Krystyna. Deformations of geosynthetic reinforced soil structures – comparison of results obtained by using different methods. Acta Sci.Pol. Arch., 2018, 17.2: 85-95.
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