1. Neđo Đurić, Akademija nauka i umjetnosti Republike Srpske,
Republic of Srpska, Bosnia and Herzegovina
2. Marko Đurić, Tehnički institut Bijeljina, Republika Srpska, Bosna i Hercegovina,
Republic of Srpska, Bosnia and Herzegovina
The planned construction of the facilities is related to the terrain of complex geological structure, built of semi-stony rocks. A more significant presence of tectonic movements has developed relatively regular folded forms, which complicate the foundation of planned buildings in the research area. The facilities are of the type of modern silos made of metal structures and do not require a deep foundation.
The terrain is morphologically developed, and the location is located at the foot of the slope. For the previously built facilities at the foot of the slope, a wider plateau was created, which in the hinterland was manifested by a subvertical notch about 6.0 m high. Investigations were carried out with boreholes in the axis of the silo, and the data were correlated with the data on the open terrain profile. By analyzing the layers in more detail, six geological environments were singled out, three of which were analyzed for building foundations.
The calculation results obtained using the form three method, which are most often applied today, are quite consistent. They were analyzed according to the rock classifications of different authors and show that they are within the limits of the permissible bearing capacity of the rocks for the given loads. They were also analyzed in the RocLab system, where the rock massif was observed as a whole. For the analysis of the physical-mechanical characteristics and rating of the state of the rock mass, the lower values of the laboratory tests were chosen, and for the rock mass the data were taken from the RocLab program package.
Ključne reči :
Tematska oblast:
SIMPOZIJUM A - Nauka materije, kondenzovane materije i fizika čvrstog stanja
Datum:
01.07.2024.
Contemporary Materials 2024 - Savremeni Materijali
Datoteka uz rad
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