Development of a numerical code for the prediction of the long-term behavior of the underground facilities for the high-level radioactive waste disposal

Complicated phenomena originated by thermo-hydro-mechanical coupling behavior will occur in the near-field of geological disposal of nuclear waste. Development of a numerical evaluation method for such phenomena is important in order to make a reasonable repository design and a safety assessment. In order to achieve the objective above, a numerical model using the equations which can evaluate the swelling characteristics of buffer materials based on the diffusive double layer theory is proposed, and a numerical scheme for the thermo-hydro-mechanical coupled analysis including the swelling model is constructed. The proposed swelling model can reproduce the behavior observed during both swelling pressure tests and swelling deformation tests. When the developed numerical code is applied to the laboratory heater test using a bentonite specimen, it can reproduce the thermal gradient, the distribution of saturation rate and the variation of porosity. The developed numerical code will be applied to well-controlled laboratory tests and full-scale in-situ tests in the future work. In order to apply to the various geochemical conditions around the engineered barrier, chemical component will be coupled to the present numerical code. (author)