Temperature effects on the volume change behaviour of Boom clay

By N. Sultan, P. Delage, Yu-Jun Cui. 2002

319 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/a655a8d2a18edcb91f0c7a024ea53dbe34c6fb14

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In Civil and Structural Engineering

1. Chao‐sheng Tang
2. Bin Shi
3. Yu-Jun Cui
4. Chun Liu
5. A. Tang
6. N. Barnel
7. A. Zhou
8. Y. Yao

Citations in the corpus

• Thermo-mechanical behaviour of a compacted swelling clay (2008, background): “ction (Figures 7 and 8). In the case of saturated soils, Plum & Esrig (1969), Baldi et al. (1988), Towhata et al. (1993), Del Olmo et al. (1996), Robinet et al. (1997), Burghignoli et al. (2000), Sultan et al. (2002), Cekerevac et al. (2003) observed that heating a clay at low overconsolidation ”
• Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays (2013, methodology): “According to experimental observations (Campanella & Mitchell, 1968; Baldi et al., 1991; Towhata et al., 1993; Sultan et al., 2002; Cekerevac & Laloui, 2004), the following two simple equations are developed to describe the elastic and plastic strains due to both the temperature change and the stres”
• Soil Compressibility Models for a Wide Stress Range (2016, background): “…formation conditions such as initial water content (Hong et al. 2010, 2012) and temperature (Campanella and Mitchell 1968; Baldi et al. 1988; Leroueil 1996; Sultan et al. 2002), and is affected by diagenetic processes such as cementation and aging (Mesri et al. 1975; Schmertmann 1983, 1984, 1991).”
• Thermally induced volume change and excess pore water pressure of soft Bangkok clay (2007, background): “Plasticity index of soil and temperature induced volumetric strain of different normally consolidated clays (ΔT≈65–70 °C, To≈20–25 °C) reported in literature (Sultan et al., 2002).”
• Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils (2008, background): “Volume change and stress distribution of the clay– water system are strongly coupled with the moisture movement induced by heat (Kanno et al., 1996; Sultan et al., 2002).”