An approximate method for estimating the stability of geotextile-reinforced embankments

A method of estimating the short-term stability of reinforced embankments constructed on a deposit that can be idealized as being uniform and purely cohesive is described. This approach maintains the simplicity of conventional limit equilibrium techniques while incorporating the effect of soil-geote...

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Veröffentlicht in:	Canadian geotechnical journal 1985-08, Vol.22 (3), p.392-398
Hauptverfasser:	Rowe, R. K, Soderman, K. L
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics
Online-Zugang:	Volltext
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