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  • The paper presents analytical and numerical approaches to the evaluation of the depth of influence zone; the term influence zone is assigned to the region where the load has substantial influence on the deformation of the soil skeleton. The approach relies on the analytical solution based on the analysis of Westergard subspace assuming elastic material response. The depth of the influence zone must be also taken into account in the back analysis of the soil parameters, e.g. the deformation modulus. The necessity of that is shown by field tests. The standard back analysis based on the Boussinesq half space theory provides unreal data when the load of the plate is not sufficient and the depth of influence zone is small.
  • The paper presents analytical and numerical approaches to the evaluation of the depth of influence zone; the term influence zone is assigned to the region where the load has substantial influence on the deformation of the soil skeleton. The approach relies on the analytical solution based on the analysis of Westergard subspace assuming elastic material response. The depth of the influence zone must be also taken into account in the back analysis of the soil parameters, e.g. the deformation modulus. The necessity of that is shown by field tests. The standard back analysis based on the Boussinesq half space theory provides unreal data when the load of the plate is not sufficient and the depth of influence zone is small. (en)
  • Příspěvek se zabývá analytickým i numerickým řešením hloubky deformační zóny. Deformační zónou rozumíme oblast, kde zatížení má podstatný vliv na deformaci skeletu zeminy. Analytické řešení vychází z myšlenek Westergardových a předpokládá elastické chování. Je poukázáno na to, že s hloubkou deformační zóny musíme počítat při vyhodnocování parametrů zeminy z polních zkoušek. Nezbytnost je ověřena v testech in situ. Standardní zpětná analýza, vycházející z Boussinesqovy teorie pružného poloprostoru, dává nereálné hodnoty, jestliže zatížení není dost velké a hloubka deformační zóny je malá. (cs)
Title
  • Several Comments on Influence Zone Depth Progress in Deep Hole Foundations
  • Several Comments on Influence Zone Depth Progress in Deep Hole Foundations (en)
  • Několik poznámek k vývoji deformacní zóny pod základy v hlubokých jamách (cs)
skos:prefLabel
  • Several Comments on Influence Zone Depth Progress in Deep Hole Foundations
  • Several Comments on Influence Zone Depth Progress in Deep Hole Foundations (en)
  • Několik poznámek k vývoji deformacní zóny pod základy v hlubokých jamách (cs)
skos:notation
  • RIV/68407700:21110/06:01123841!RIV07-MSM-21110___
http://linked.open.../vavai/riv/strany
  • 355 ; 362
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770001)
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
  • 499073
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/06:01123841
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • deep hole; foundation slab; influence zone; structural strength; subsoil (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [5E7DDF7D9266]
http://linked.open...v/mistoKonaniAkce
  • Shanghai
http://linked.open...i/riv/mistoVydani
  • Reston, Virginia
http://linked.open...i/riv/nazevZdroje
  • Underground Construction and Ground Movement, proceedings of the GeoShanghai Conference 2006
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kuklík, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • ASCE
https://schema.org/isbn
  • 0-7844-0867-X
http://localhost/t...ganizacniJednotka
  • 21110
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