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Force-displacement compatibility for reinforced embankments over soft clay

Srbulov, M.

Due to a complex soil-reinforcement interaction, an extension of conventional limit equilibrium method is suggested for the analysis of slope stability of reinforced embankments over soft clay. The advantage of the proposed method is in decreasing the number of material properties necessary for the analysis in comparison with a finite element method while at the same time force-displacement compatibility can be considered for slope stability. The method inherited the disadvantage of conventional limit equilibrium that a sliding mechanism must be assumed to govern the slope stability.

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Force-displacement compatibility for reinforced embankments over soft clay

Srbulov, M.

Due to a complex soil-reinforcement interaction, an extension of conventional limit equilibrium method is suggested for the analysis of slope stability of reinforced embankments over soft clay. The advantage of the proposed method is in decreasing the number of material properties necessary for the analysis in comparison with a finite element method while at the same time force-displacement compatibility can be considered for slope stability. The method inherited the disadvantage of conventional limit equilibrium that a sliding mechanism must be assumed to govern the slope stability.

Force-displacement compatibility for reinforced embankments over soft clay

Srbulov, M.

Due to a complex soil-reinforcement interaction, an extension of conventional limit equilibrium method is suggested for the analysis of slope stability of reinforced embankments over soft clay. The advantage of the proposed method is in decreasing the number of material properties necessary for the analysis in comparison with a finite element method while at the same time force-displacement compatibility can be considered for slope stability. The method inherited the disadvantage of conventional limit equilibrium that a sliding mechanism must be assumed to govern the slope stability.

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Title:

Force-displacement compatibility for reinforced embankments over soft clay

Additional title:

Die Übereinstimmung von Kraft und Verschiebung bei verstärkten Dämmen auf weichem Ton

Contributors:

Srbulov, M. (author)

Published in:

Geotextiles and Geomembranes ; 17 ; 147-156

Publication date:

1999

Size:

10 Seiten, 4 Bilder, 1 Tabelle, 14 Quellen

ISSN:

DOI:

https://doi.org/10.1016/S0266-1144(98)00031-4

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Aufschüttung , Dammunterbau , mechanische Verstärkung , Verfestigen , weicher Boden , Untergrund (Erde) , Ton (Mineral) , Geotextil , mathematische Methode , Wechselwirkung , Scherkraft , Böschung , Stabilität , Normalkraft , Gleiten , Gleichgewicht

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