3-dimensional slope stability analyses using non-associative stress-strain relationships

DOI10.1007/S11431-009-0276-0zbMath1422.74071OpenAlexW2077944123MaRDI QIDQ1047358

J. Blot

Publication date: 4 January 2010

Published in: Science in China. Series E (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-009-0276-0

zbMATH Keywords

limit analysisslope stabilitynon-associative flow rule3-dimension

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

• Unnamed Item

This page was built for publication: 3-dimensional slope stability analyses using non-associative stress-strain relationships