On the boundary conditions in slope stability analysis

By A. Chugh. 2003

76 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/f26c062bf35b66d730e9656dbe7647d365bb26c0

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. A. J. Li
2. R. Merifield
3. Andrei Lyamin
4. Scott W. Sloan
5. Kristian Krabbenhøft
6. A. Makrodimopoulos
7. C. Martin
8. Suraparb Keawsawasvong

In Safety, Risk, Reliability and Quality

1. A. J. Li
2. R. Merifield
3. Andrei Lyamin
4. A. Makrodimopoulos
5. Scott W. Sloan
6. Kristian Krabbenhøft
7. C. Martin
8. Suraparb Keawsawasvong

Citations in the corpus

• Limit analysis solutions for three dimensional undrained slopes (2009, methodology): “Chugh [27] analysed a sample problem and pointed out that the difference between 2D and 3D safety factors tends to lose significance when L/H > 5.”