In order to model thin-layered soils a special averaging procedure is propo
sed. It works with very few restrictions imposed on the constitutive equati
ons used for individual materials. General considerations are followed by a
n example from open pit mining industry. Geometrical non-linearity is consi
dered. The proposed method is not necessarily restricted to the problems of
soil mechanics. It could also be applied on composite materials. Copyright
(C) 2000 John Wiley & Sons, Ltd.