Stability of seismically loaded slopes using limit analysis
By D. Loukidis, P. Bandini, R. Salgado. 2003
160 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/1ff8b66173f94386c0da1c9ae457ac8f0505cc1f
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
- A. J. Li
- R. Merifield
- Andrei Lyamin
- Scott W. Sloan
- Kristian Krabbenhøft
- A. Makrodimopoulos
- C. Martin
- Suraparb Keawsawasvong
In Safety, Risk, Reliability and Quality
- A. J. Li
- R. Merifield
- Andrei Lyamin
- A. Makrodimopoulos
- Scott W. Sloan
- Kristian Krabbenhøft
- C. Martin
- Suraparb Keawsawasvong
Citations in the corpus
- Limit analysis solutions for three dimensional undrained slopes (2009, background): “[20] proposed sets of stability charts for inhomogeneous soil slopes and cohesive-frictional soil slopes subjected to pore pressure and seismic loadings respectively.”