THE SCOPE OF THE CONDUCTED FIELD INVESTIGATIONS SUFFICIENTLY DEFINES THE SOIL ENVIRONMENT WHERE THE RENOVA STADIUM FOUNDATION AND TRIBUNES WILL TAKE PLACE

Huseini, Idaver and Krasniqi, Nexhmi and Idrizi, Asan (2022) THE SCOPE OF THE CONDUCTED FIELD INVESTIGATIONS SUFFICIENTLY DEFINES THE SOIL ENVIRONMENT WHERE THE RENOVA STADIUM FOUNDATION AND TRIBUNES WILL TAKE PLACE. Journal of Applied Sciences-SUT, 8 (15-16). pp. 127-134. ISSN 2671-3047

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Abstract

The task is to show the calculations of statics and dimensioning strip foundations and foundation slab of the building. We also analyzed the impact of the various modules of subgrade reaction on the base plate and strip foundations of the stadium tribunes. The methodology of the research work and laboratory tests is in accordance with the technical regulations, current standards, as well as the guidelines and recommendations from the literature that are common in practice in the country and abroad for these types of stadiums. According to the soil failure criterion, the soil load bearing capacity is determined according to the Tercaghi formulation: • Rectangular single spread footing: qf = 1.4cNc + γ1DfNq + 0.5γ2BNγ • Rectangular wall footing: qf = cNc + γ1DfNq + 0.5γ2BNγ • Slab foundation: qf = (1+0.4n)cNc + γ1DfNq + 0.4γ2BNγ For the purposes of structural analysis, in addition to the allowable load bearing capacity of the foundation, the modulus of the soil reaction was calculated according to the method of Bowles, Ks = Fs x 40 x σall (kN/m3).

Item Type: Article
Uncontrolled Keywords: physical - chemical characteristics, geomechanical characteristics, KS., φ, c, γ1.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User: Unnamed user with email zshi@unite.edu.mk
Date Deposited: 01 Nov 2022 09:51
Last Modified: 01 Nov 2022 09:51
URI: http://eprints.unite.edu.mk/id/eprint/1105

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