A constitutive model for structured soils
By M. Kavvadas, A. Amorosi. 2000
320 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/dbdd592f773e5e706d3e6cf6f029b40f156a14ca
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
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Chayakrit Phetchuay
- Arnon Cholaphatsorn
- Martin D. Liu
- J. Suebsuk
- R. Nova
- C. Tamagnini
Citations in the corpus
- Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model (2010, background): “Meanwhile great progress has also been made in the constitutive modelling of the behaviour of clay for various structures such as natural soils and cemented soils [5,17,30,34,35].”
- Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays (2010, unknown): “However, for stiff structured clay, the destructuring is mainly related to the plastic strain, which depends on two parts: those are from volumetric deformation and shear deformation [27,52,10,4,30,29].”
- Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, background): “…(attractive inter-particle forces) and yield stress and hence, the yield surface (Gens and Nova, 1993; Horpibulsuk, 2001; Kasama et al., 2000; Kavvadas and Amorosi, 2000; Rouainia and Muir Wood, 2000; Baudet and Stallebrass, 2004; Lee et al., 2004; Horpibulsuk et al., 2010a; Suebsuk et al.,…”
- A destructuration theory and its application to SANICLAY model (2010, background): “Nova [30], Gens and Nova [29], Lagioia and Nova [31], Rouainia and Muir Wood [32], Kavvadas and Amorosi [33], Cotecchia and Chandler [25], Gajo and Wood [34], Amorosi and Kavvadas [35], Callisto et al.”
- A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials (2002, background): “The conceptual bases for the extension of classical, isotropic hardening plasticity to bonded soils have been first laid out in [2,3,11], and subsequently adapted to kinematic hardening or bounding surface plasticity in [5,12–16].”