Limitations of the models that are used to describe the development of stra
ins in shear zones are examined. The assumptions about the identical value
of strain along the shear zone and the way in which the width of the latter
increases have been found to be the main limitations of such models. These
assumptions make the correct interpretation of the development of strains
and of the propagation of a fracture in the shear zone impossible.
It is shown that it is necessary to separate the real strain localization z
one from the general background which the whole shear zone forms. A model o
f the shear zone with a distinguished strain localization zone and a relate
d model of shear fracture are put forward. These models take into account t
he fact that the value of strain changes along the strain localization zone
and they point to the phenomena which cause an increase in the width of th
is zone. The proposed model of shear fracture explains the concurrent effec
ts of the state of stress and the way in which the dislocation structure ev
olves in the course of fracture in the shear zone.
Examples of the interpretational possibilities of the presented model of fr
acture are given. The importance and the directions of further research int
o the development of strains and the propagation of a fracture in the shear
zones which occur in rocks, soils and metals are indicated. (C) 2000 Elsev
ier Science B.V. All rights reserved.