Back-analysis of an embedded retaining wall with a stabilizing base slab

A series of finite element analyses has been carried out as part of an investigation into the long-term behaviour of an embedded retaining wall in London Clay supported by a stabilizing base slab. Three different soil models were used: the Brick model, the Schofield model, and an elastic/Mohr–Coulom...

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Veröffentlicht in:	Proceedings of the Institution of Civil Engineers. Geotechnical engineering 1999-04, Vol.137 (2), p.75-86
Hauptverfasser:	POWRIE, W, CHANDLER, R. J, CARDER, D. R, WATSON, G. V. R
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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