@ARTICLE{Łupieżowiec_M._Analiza_2015,
 author={Łupieżowiec, M. and Kanty, P.},
 number={No 3},
 journal={Archives of Civil Engineering},
 pages={3-18},
 howpublished={online},
 year={2015},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={This paper presents the analysis of the influence of works related to the dynamic replacement column formation on the bridge pillar and the highway embankment located nearby. Thanks to DR columns, it is possible to strengthen the soil under road embankment in a very efficient way. However, the construction of such support carries risk to buildings and engineering structures located in the neighbourhood. Therefore modelling and monitoring of the influence of the conducted works should be an indispensable element of each investment in which dynamic replacement method is applied. The presented issue is illustrated by the example of soil strengthening with DR columns constructed under road embankment of DTŚ highway located in Gliwice. During the inspection, the influence of vibrations on the nearby bridge pillar and road embankment was examined. The acceleration values obtained during these tests were used to verify the elaborated numerical model.},
 type={Artykuły / Articles},
 title={Analiza wpływu formowania kolumn kamiennych wykonywanych metodą dynamicznej wymiany na pobliskie konstrukcje inżynierskie},
 title={Analysis of dynamic replacement column construction process on neighbouring engineering structures},
 URL={http://ochroma.man.poznan.pl/Content/84025/mainfile.pdf},
 keywords={wymiana dynamiczna, przyspieszenie gruntu, modelowanie numeryczne, badania polowe, dynamic replacement, soil accelerations, numerical modelling, field tests},
}