低温下における飽和含水岩石の力学的性質に及ぼす間隙水の影響

抄録

It is commonly known that water-saturated rock increases in strength due to freezing of pore water when cooled. This increase in strength due to freezing obviously appears in rock with relatively high porosity. It is also known that water-saturated rock increases in thermal diffusivity due to freezing of pore water when cooled. Despite its relatively high porosity, however, frozen tuff does not increase in thermal diffusivity. In this study, we considered the presence of clay minerals and investigated the influence of pore water on the mechanical properties of water-saturated rock under low temperatures. Specifically, we put a specimen of Ogino tuff and that of Berea sandstone through a uniaxial compression test and an indirect tensile test in a temperature range of -170°C to room temperature. Our findings are as follows. The influence of pore water on the strengthening mechanism of water-saturated rock under low temperatures needs to be investigated separately on bulk water and interlayer water. The strength of water-saturated sandstone is presumed to result from the interaction between a load distribution effect due to freezing of bulk water and an increase in the strength of ice due to cooling after the freezing of bulk water. In water-saturated tuff, since interlayer water does not freeze, the load sharing effect due to freezing is not expected to contribute to the strength of the rock. Therefore, it is necessary to design a new model.