Numerical analysis of consolidation of embankment
subsoil reinforced with dynamic replacement stone columns
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Numerical analysis of consolidation of embankment
subsoil reinforced with dynamic replacement stone columns
Data publikacji: 13.04.2016
Czasopismo Techniczne, 2015, Środowisko Zeszyt 2-Ś (24) 2015, s. 79 - 100
https://doi.org/10.4467/2353737XCT.15.229.4615Autorzy
Numerical analysis of consolidation of embankment
subsoil reinforced with dynamic replacement stone columns
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.
Informacje: Czasopismo Techniczne, 2015, Środowisko Zeszyt 2-Ś (24) 2015, s. 79 - 100
Typ artykułu: Oryginalny artykuł naukowy
Tytuły:
Numerical analysis of consolidation of embankment
subsoil reinforced with dynamic replacement stone columns
Numerical analysis of consolidation of embankment
subsoil reinforced with dynamic replacement stone columns
Department of Geotechnics and Roads, Faculty of Civil Engineering, Silesian University of Technology
Department of Geotechnics and Roads, Faculty of Civil Engineering, Silesian University of Technology
Department of Geotechnics and Roads, Faculty of Civil Engineering, Silesian University of Technology
Publikacja: 13.04.2016
Status artykułu: Otwarte
Licencja: Żadna
Udział procentowy autorów:
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AngielskiLiczba wyświetleń: 1687
Liczba pobrań: 1939