An experimental study is presented here to understand the stress transmission characteristics under different geometrical arrangement of particulates inside a narrow chamber subjected to axial compression loading. The multi-grain systems are face-centered, simple cubic and poly-dispersed structures as well as inclusions embedded inside seeded, unseeded and cohesive powder of Durcal (calcium carbonate) particulate media. The distribution of the maximum shear stress, direction of the major principal stress and shear stress concentration factor were obtained using photo stress analysis tomography (PSAT). The results show that the maximum shear stress distribution in the simple cubic structure is chain-like and self-repetitive, i.e, a single grain behaviour is representative of the whole system. This is not the case in the case of other granular packing. In the case of the inclusion surrounded by powder media, maximum shear stress distribution occurs through ring-like structures, which are different from those observed in structured granular packing. This tendency increases for an increase in the cohesivity of the surrounding particulates. In the granular systems, the direction of the major principal stress is almost orthogonal to the direction of loading except in some particles in the random granular packing. In the case of inclusion surrounded by Durcal particulates, the directional of the major principal stress acts along the direction of the axial loading except in the ring region where this tends to be oblique to the direction of axial loading. Estimates of the shear stress concentration factor (k) show that, at higher load levels k tends to be independent of the structural arrangement of granular packing. In the case of inclusion surrounded by powder bed, k for the seeded granulated 2 particulate bed is mostly independent of the external load levels. In the case of unseeded particulate (granulated) bed, a fluctuation in k is observed with the loading level. This suggests that the seeded granules could distribute stresses in a stable manner without much change in the nature of shear stresstransmitting fabric of the particulate contacts under external loading. An increase in the cohesion of particulate beds results more plastic deformation as shown by the differential shear stress concentration factor. The results reported in this study show the usefulness of optical stress analysis to shed some scientific lights on unravelling some of the complexities of particulate systems under different structural arrangements of grains and surrounding conditions of the inclusions in particulate media.