Limit states design in geotechnical engineering

The paper outlines the ultimate and serviceability limit states in geotechnical engineering practice. The magnitude of conventional partial and total safety factors in earthworks, earth retaining structures and foundations are discussed in terms of the reliability of the subsoil and loading conditio...

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Veröffentlicht in:	Structural safety 1982-01, Vol.1 (1), p.67-71
1. Verfasser:	Meyerhof, G.G.
Format:	Artikel
Sprache:	eng
Schlagworte:	Earthworks factor of safety failure foundations limit states probability retaining walls safety serviceability settlement stability
Online-Zugang:	Volltext
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