%0 Journal Article
%T Numerical analysis of consolidation of embankment
	subsoil reinforced with dynamic replacement stone columns
%A Kanty, Piotr
%A Sternik, Krzysztof
%A Kwiecień, Sławomir
%J Czasopismo Techniczne
%V 2015
%R 10.4467/2353737XCT.15.229.4615
%N Środowisko Zeszyt 2-Ś (24) 2015
%P 79-100
%K dynamic replacement, stone column, numerical analysis
%@ 0011-4561
%D 2016
%U https://ejournals.eu/czasopismo/czasopismo-techniczne/artykul/numerical-analysis-of-consolidation-of-embankment-subsoil-reinforced-with-dynamic-replacement-stone-columns
%X 
	The paper presents a comparative analysis of the consolidation of soil under a road embankment reinforced with stone columns. The results were obtained from the most common analytical and numerical methods applied in driven column dimensioning. The analytical approach exploits Terzaghi’s one-dimensional theory and Barronʼs three-dimensional theory. The numerical calculations reflected the particular stages of the embankment construction in various two- and three-dimensional systems. The geotechnical parameters that were crucial for the research were determined on the basis of geoengineering documentation, laboratory and field studies. The paper begins with a short introduction presenting the dynamic replacement method.