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Description
  • V příspěvku příspěvku je prezentováno semianalytické řešení osově zatížené vrtané piloty. Zvolena byla deformační varianta řešení a rozhraní mezi pilotou a zeminou je modelováno nelineární pružinou. Maximální smyk, který rozhraní přenáší, se počítá ze známé geostatické napjatosti. Reakce na patě je rozdíl zatížení piloty a sil přenášených smykem na plášti. Deformační zóna pod patou piloty se vyvíjí v závislosti na zatížení a překonsolidaci zeminy v podloží (cs)
  • A semi-analytical procedure was carried out to compute the settlement and normal force distribution of the axially loaded concrete bored pile. The deformation variant of the solution was selected. The pile-soil interface is modeled using physical nonlinear soil springs. The shear peak forces are limited. The value of the force depends on the geostatic stress state and on the quality of the soil pile interface in the investigated point. The known solution describing the shear depression is adopted for the shear response of the soil layer. The force reaction on the pile bottom is calculated from the axial force measurement within the pile shaft incorporating over-consolidation in the region of deep layers.
  • A semi-analytical procedure was carried out to compute the settlement and normal force distribution of the axially loaded concrete bored pile. The deformation variant of the solution was selected. The pile-soil interface is modeled using physical nonlinear soil springs. The shear peak forces are limited. The value of the force depends on the geostatic stress state and on the quality of the soil pile interface in the investigated point. The known solution describing the shear depression is adopted for the shear response of the soil layer. The force reaction on the pile bottom is calculated from the axial force measurement within the pile shaft incorporating over-consolidation in the region of deep layers. (en)
Title
  • Vývoj deformačnízóny pod patou piloty (cs)
  • Evaluation of the influence zone bellow the pile bottom
  • Evaluation of the influence zone bellow the pile bottom (en)
skos:prefLabel
  • Vývoj deformačnízóny pod patou piloty (cs)
  • Evaluation of the influence zone bellow the pile bottom
  • Evaluation of the influence zone bellow the pile bottom (en)
skos:notation
  • RIV/00407852:_____/05:#0000011!RIV07-GA0-00407852
http://linked.open.../vavai/riv/strany
  • 1856-1861
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/04/1134)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 520766
http://linked.open...ai/riv/idVysledku
  • RIV/00407852:_____/05:#0000011
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Piles,Influence zone,Geostatic stress,FEM,Back analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [0E2FED348A74]
http://linked.open...v/mistoKonaniAkce
  • Chennai
http://linked.open...i/riv/mistoVydani
  • USA
http://linked.open...i/riv/nazevZdroje
  • Proceedings of ´ICCES 05
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kuklík, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Tech science press
https://schema.org/isbn
  • 0-9717880-0-6
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