Several countries utilize the sedimentary soft rock for nuclear waste disposal because it has a potential to use as a host rock. Therefore, the analytical researches on the unsaturated flow of this type of rocks have been increased to assure the safety of the disposal. In this study, the applicability of three models; Brooks-Corey/Burdine (BC), Campbell (CB) and van Genuchten (VG) that have been used commonly for soil was studied, by applying these to one dimensional flow induced by evaporation in six disk shaped soft rock samples. The best parameters in each model were inversely estimated by adopting genetic algorithm (GA). It was clearly found that the best parameters in BC and CB models can be easily estimated and the measured evaporation change could be well analyzed. However, the parameters in VG model could not be estimated easily. It was found that BC and CB models are more robust than the VG model for the analysis of unsaturated flow in soft rock.Key Words : sedimentary soft rock, unsaturated flow, inverse estimation, genetic algorithm
I TRODUCTIOAs a possible and safe way of hazardous waste disposal, it is isolated in tunnels excavated in deep underground of sedimentary soft rock (mudstone, sandstone, tuff, etc.) which is considered as one of the preferable types of host rock. The reason is that the hydraulic conductivity of soft rock is generally low and it contains clay minerals which have high ability to absorb the radionuclide. However, many reasons such as the unsaturated zone which was created during the excavation, the stress condition change of the tunnel wall and the settlement of waste under the ventilation conditions may cause the generation of many fractures that can form a 'damaged zone'. This 'damaged zone' thus formed around the tunnel becomes high permeable because of many fractures created in it. As a result, the groundwater and hazardous waste flow easily through this high permeable zone. It is crucial to estimate the unsaturated hydraulic properties and the thickness of this zone precisely because the drying mechanism of rock is one of the essential mechanisms to create fractures. For the estimation, the relationship among the relative hydraulic conductivity, saturation and suction pressure of the soft rock should be well evaluated. Although many theoretical/empirical models have been used for the approximation of unsaturated properties of soil, the suitable model for soft rock has not been clarified yet. Therefore, it is essential to study more in detail on a proper model fitting for soft rock. In this study, three different models; Brooks-Corey/Burdine (BC) model 1) , Campbell (CB) model 2) and van Genuchten (VG) model 3) which were originally proposed for soils, were utilized to investigate the applicability to the soft rock.
THREE MODELS ADOPTEDThree models which are adopted to estimate unsaturated hydraulic properties in this study are summarized as follows.