In this paper, a general solution of an n-layer inclusion problem in a
limited region is obtained for the first time. The solutions of three
-layer inclusion problems in a limited region under uniform strain fie
ld and under uniform stress field are given also. These solutions with
undetermined constants are all expressed in closed form. The validity
of these solutions is verified by numerical examples of several speci
al cases. These solutions will enable us to study various stress distr
ibutions and elastic behavior of concrete materials in microscale.