Plans to close a German radioactive waste repository in rock salt include a
s one alternative the construction of a 'Cross Section Closure (CSC)' seali
ng barrier, The proposed material for the sealing barrier is highly compact
ed bentonite. To investigate the swelling behaviour of a highly compacted b
entonite, a large number of laboratory tests were performed. In addition, l
arge scale model tests were carried out to demonstrate the development of a
nearly homogeneous and isotropic swelling pressure. The results of the lar
ge scale model tests were interpreted numerically based on the models for s
tress-strain behaviour and water uptake which are implemented in the finite
element computer codes FEST03 and HYDOPO. The investigations show good agr
eement between the results of the model tests and the corresponding analyse
s and show that the theoretical models are capable of describing the behavi
our of sealing structures based on highly compacted bentonite.