TY - JOUR
TI - Numerical analysis of consolidation of embankment
	subsoil reinforced with dynamic replacement stone columns
AU - Kanty, Piotr
AU - Sternik, Krzysztof
AU - Kwiecień, Sławomir
TI - Numerical analysis of consolidation of embankment
	subsoil reinforced with dynamic replacement stone columns
AB - 
	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.
VL - 2015
IS - Enviromental Engineering Issue 2-Ś (24) 2015
PY - 2016
SN - 0011-4561
C1 - 2353-737X
SP - 79
EP - 100
DO - 10.4467/2353737XCT.15.229.4615
UR - https://ejournals.eu/en/journal/czasopismo-techniczne/article/numerical-analysis-of-consolidation-of-embankment-subsoil-reinforced-with-dynamic-replacement-stone-columns
KW - dynamic replacement
KW - stone column
KW - numerical analysis