@article{e5ba72bd-ab83-4c67-933f-9c387661c348,
author = {Grzegorz Kacprzak},
title = {Proposition of designing method for barrettes as a non-direct foundation
	of engineering construction},
journal = {Technical Transactions},
volume = {2015},
number = {Enviromental Engineering Issue 2-Ś (24) 2015},
year = {2016},
issn = {0011-4561},
pages = {71-77},keywords = {barrette; transformational function; settlement},
abstract = {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.},
doi = {10.4467/2353737XCT.15.228.4614},
url = {https://ejournals.eu/en/journal/czasopismo-techniczne/article/proposition-of-designing-method-for-barrettes-as-a-non-direct-foundation-of-engineering-construction}
}