Subject: Q Science (General)
Year: 2021
Type: Article
Type: PeerReviewed
Title: THE SCOPE OF THE CONDUCTED FIELD INVESTIGATIONS SUFFICIENTLY DEFINES THE SOIL ENVIRONMENT WHERE THE BUILDING FOUNDATION WILL TAKE PLACE.
Author: Huseini, Idaver
Abstract: The task is to show the calculations of statistics and dimensional strip foundations and foundation slab of the building. We also analyzed the impact of the various modules of subgradel reaction on the base plate and strip foundations of the building. 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 this type of buildings. According to the soil failure criterion, the soil load bearing capacity is determined according to the Tercaghi formulation: • Rectangular single spread footing: qf = 1.3cNc + γ1DfNq + 0.4γ2BNγ • Rectangular wall footing: qf = cNc + γ1DfNq + 0.5γ2BNγ • Slab foundation: qf = (1+0.3n) cNc + γ1DfNq + 0.5γ2BNγ 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).
Publisher: Faculty of Applied Sciences - University of Tetova
Relation: https://eprints.unite.edu.mk/835/
Identifier: oai:eprints.unite.edu.mk:835
Identifier: https://eprints.unite.edu.mk/835/1/JAS-SUT%20Nr.13-14%20-%20Final-54-62.pdfIdentifier: Huseini, Idaver (2021) THE SCOPE OF THE CONDUCTED FIELD INVESTIGATIONS SUFFICIENTLY DEFINES THE SOIL ENVIRONMENT WHERE THE BUILDING FOUNDATION WILL TAKE PLACE. Journal of Applied Sciences-SUT, 7 (13-14). pp. 54-62. ISSN 2671-3047
