Determining an appropriate finite element size for modelling the strength of undrained random soils

By Jinsong Huang, D. V. Griffiths. 2015

104 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/3a93e72ae6704ad03ff0c4ee9413436e9973d152

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. N. Luo
2. Sina Javankhoshdel
3. R. Bathurst

In Management, Monitoring, Policy and Law

1. N. Luo
2. Sina Javankhoshdel
3. R. Bathurst

In Safety, Risk, Reliability and Quality

1. N. Luo
2. Sina Javankhoshdel
3. R. Bathurst

Citations in the corpus

• Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM (2017, methodology): “Huang and Griffiths (2015) recommended that the finite element mesh size be less”