@article{d532c6e2-4175-47ad-8dbc-c391a10f7ebb,
author = {Piotr Kanty, Krzysztof Sternik, Sławomir Kwiecień},
title = {Numerical analysis of consolidation of embankment
	subsoil reinforced with dynamic replacement stone columns},
journal = {Technical Transactions},
volume = {2015},
number = {Enviromental Engineering Issue 2-Ś (24) 2015},
year = {2016},
issn = {0011-4561},
pages = {79-100},keywords = {dynamic replacement; stone column; numerical analysis},
abstract = {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.},
doi = {10.4467/2353737XCT.15.229.4615},
url = {https://ejournals.eu/en/journal/czasopismo-techniczne/article/numerical-analysis-of-consolidation-of-embankment-subsoil-reinforced-with-dynamic-replacement-stone-columns}
}