Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite

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Thermo-mechanical behaviour of a compacted swelling clay (2008, background): “Regarding the thermo-mechanical behaviour of unsaturated soil, Villar & Lloret (2004) studied the temperature effect on the hydro-mechanical behaviour of a compacted expansive clay (FEBEX bentonite, liquid limit %102=Lw , plasticity index PI = 52”
Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils (2010, background): “Unfortunately, unlike the temperature effects on compressive shear strength (see for instance Michell, 1964; Cui et al., 2000; Villar and Lloret, 2004), to the authors’ knowledge, the temperature effects on the tensile strength have been not studied.”
Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions (2012, background): “Changes in viscosity of water with temperature havebeen found to be the most 56 important mechanism (Towhata et al, 1993; Cho et al, 2000; and Villar and Lloret, 2004).”