Proposition of designing method for barrettes as a non-direct foundation
of engineering construction
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Proposition of designing method for barrettes as a non-direct foundation
of engineering construction
Publication date: 13.04.2016
Technical Transactions, 2015, Enviromental Engineering Issue 2-Ś (24) 2015, pp. 71 - 77
https://doi.org/10.4467/2353737XCT.15.228.4614Authors
Proposition of designing method for barrettes as a non-direct foundation
of engineering construction
The paper presents barrettes, which are a useful method of designing non-direct foundations of engineering construction. The methodology is based on the distribution of forces acting on a foundation capping slab into each barrette, which depends on its stiffness. To determine the proper stiffness of an individual barrette comprising the foundation system, the transformational function of a pile with large diameter was used. Finally, the stiffness of each barrette as an element of foundation system was corrected in view of the groupʼs impact.
Information: Technical Transactions, 2015, Enviromental Engineering Issue 2-Ś (24) 2015, pp. 71 - 77
Article type: Original article
Titles:
Proposition of designing method for barrettes as a non-direct foundation
of engineering construction
Proposition of designing method for barrettes as a non-direct foundation
of engineering construction
Department of Geomechanics, Civil Engineering and Geotechnics, Faculty of Mining and Geoengineering, AGH University of Science and Technology
Published at: 13.04.2016
Article status: Open
Licence: None
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