Stochastic finite element method applied to non-linear analysis of embankments

By R. Mellah, G. Auvinet, F. Masrouri. 2000

59 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/81da3e13f8e95692a3618752ea01a46b0faab706

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Andrew J. Whittle
2. K. Kasama

In Safety, Risk, Reliability and Quality

1. Andrew J. Whittle
2. K. Kasama

Citations in the corpus

• Effect of spatial variability on the slope stability using Random Field Numerical Limit Analyses (2016, background): “Sakurai and Doi (1983) and Mellah, Auvinet, and Masrouri (2000) proposed the stochastic finite element method for the stability problem of slope and embankment.”