Štrkové piliere – porovnanie numerických a analytických riešení
Abstract eng: This paper describes an experimental project focused on behavior of stone columns group, where the parameters of axis distance and load on basement slab were changed. Experimental calculations were carried out on stone columns with diameter of 60 cm. The finite element analyses were also carried out with PLAXIS software. The 15 nodes elements were used in calculations. Also a drain condition and Mohr Coulomb criteria for soft clay and gravel were applied. Numerical conclusions of FEM and analytical conclusions of Priebe method were compared and showed a good agreement.
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
guest ::
