Elastoplastic modelling of hydraulic and stress-strain behaviour of unsaturated soils
By De’an Sun, D. Sheng, Scott W. Sloan. 2007
174 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/1e3f1eb662a97527787e0330e09be656e05a629b
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. Gens
- D. Sheng
- D. Fredlund
- Annan Zhou
- Scott W. Sloan
- Andrei Lyamin
- Kristian Krabbenhøft
- A. Makrodimopoulos
In Management, Monitoring, Policy and Law
Citations in the corpus
- A new modelling approach for unsaturated soils using independent stress variables (2008, methodology): “More recent models have incorporated suction–saturation relationships with hysteresis into stress–strain relationships (Wheeler 1996; Dangla et al. 1997; Vaunat et al. 2000; Gallipoli et al. 2003; Wheeler et al. 2003; Sheng et al. 2004; Santagiuliana and Schrefler 2006; Sun et al. 2007a).”
- Interpretation of unsaturated soil behaviour in the stress – Saturation space, I: Volume change and water retention behaviour (2012, background): “For example, the degree of saturation of compacted Pearl clay [40,41] at zero suction can only reach 0.”