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<p>In Germany the reliability theory using a probabilistic approach in geotechnical design was officially introduced as the basic concept for geotechnical design at the German National Geotechnical Conference in 1978 as it had also been adopted as the common ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau
Compares the earth pressure predicted by Rankine's theory with those obtained using a finite element analysis in which the soil is assumed to be spatially random.
Reference: Georisk, Vol.2, No.2, pp.113-121