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Publikováno v:
Acta geotechnica Slovenica, vol. 15, no. 1, pp. 55-75, 2018.
A simplified method for evaluating a pile-supported embankment reinforced with geosynthetic (PGRS embankment) is proposed in this paper. The method takes into account not only the arching effect, the membrane effect of the deflected geosynthetic, and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::e1ed86483e1af00cc20f9255c9be97c4
https://dk.um.si/IzpisGradiva.php?id=72666
https://dk.um.si/IzpisGradiva.php?id=72666