Numerical analysis of consolidation of embankment subsoil reinforced with dynamic replacement stone columns

• Authors: Piotr Kanty , Krzysztof Sternik , Sławomir Kwiecień
• Languages of publication: PL

Abstracts

PL

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.

Keywords

PL

dynamic replacement, stone column, numerical analysis

• Publisher: [unknown2]
• Journal: Czasopismo Techniczne
• Year: -

Dates

online

2016-04-26

Contributors

author

Piotr Kanty

author

Krzysztof Sternik

author

Sławomir Kwiecień