A new modelling approach for unsaturated soils using independent stress variables
By D. Sheng, D. Fredlund, A. Gens. 2008
345 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/c3191ad3b9f14d6065500a93c891bc9e3cca18fa
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
Citations in the corpus
- Shear Strength Criteria for Unsaturated Soils (2011, methodology): “Other shear strength equations are embodied within the so-called effective stress definitions and constitutive models for unsaturated soils (e.g., Alonso et al. 1990; Khalili and Khabbaz 1998; Sun et al. 2000; Sheng et al. 2008).”
- Interpretation of unsaturated soil behaviour in the stress – Saturation space, I: Volume change and water retention behaviour (2012, background): “, [1,6,5,43,32], whereas others are in the space of effective stress [2] and suction (e.”
- Modeling Soil Processes: Review, Key Challenges, and New Perspectives (2016, neutral): “Physical support Volumetric Soil Model Sheng et al. (2008)”
- An unsaturated soil model with minimal number of parameters based on bounding surface plasticity (2009, neutral): “[12].”