Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions

In this study, temperature controlled soil-water retention tests and unsaturated hydraulic conductivity tests for densely compacted Gaomiaozi bentonite — GMZ01 (dry density of 1.70 Mg/m3) were performed under confined conditions. Relevant soil–water retention curves (SWRCs) and unsaturated hydraulic conductivities of GMZ01 at temperatures of 40 °C and 60 °C were obtained. Based on these results as well as the previously obtained results at 20 °C, the influence of temperature on water-retention properties and unsaturated hydraulic conductivity of the densely compacted Gaomiaozi bentonite were investigated. It was observed that: (i) water retention capacity decreases as temperature increases, and the influence of temperature depends on suction; (ii) for all the temperatures tested, the unsaturated hydraulic conductivity decreases slightly in the initial stage of hydration; the value of the hydraulic conductivity becomes constant as hydration progresses and finally, the permeability increases rapidly with suction decreases as saturation is approached; (iii) under confined conditions, the hydraulic conductivity increases as temperature increases, at a decreasing rate with temperature rise. It was also observed that the influence of temperature on the hydraulic conductivity is quite suction-dependent. At high suctions (s > 60 MPa), the temperature effect is mainly due to its influence on water viscosity; by contrast, in the range of low suctions (s < 60 MPa), the temperature effect is related to both the water viscosity and the macro-pores closing phenomenon that is supposed to be temperature dependent.

► Unsaturated hydraulic conductivity of GMZ01 at 40 °C and 60 °C was obtained.
► Water retention capacity of GMZ01 decreases as temperature increases.
► Influence of temperature on hydraulic conductivity is quite suction-dependant.