Modified cam-clay modelling of temperature effects in clays

By J. Graham, N. Tanaka, T. Crilly, M. Alfaro. 2001

267 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/aa075b8124b9623aedf8319c77c0e50ce217252a

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In Civil and Structural Engineering

1. A. Zhou
2. A. Tang
3. Y. Yao

Citations in the corpus

• Effect of temperature on the shear strength of soils and the soil–structure interface (2016, background): “In these contexts, several works focus on the effect of temperature on the shear strength of soils, but they are mainly limited to the temperature range of 20–100 °C (Hueckel and Pellegrini 1989; Hueckel and Baldi 1990; Robinet et al. 1997; Burghignoli et al. 2000; Graham et al. 2001; Cekerevac 2003”
• Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays (2013, background): “, 2000; Graham et al., 2001; Laloui & Cekerevac, 2003, 2008; Cekerevac & Laloui, 2004; AbuelNaga et al., 2007, 2009; Tang et al., 2008; Hueckel et al., 2009; Laloui & Francois, 2009). For example, Hueckel & Borsetto (1990) proposed one of the first temperaturedependent critical state models, with th”