About: Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction     Goto   Sponge   Distinct   Permalink

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Description
  • Good knowledge of the influence zone is crucial when solving soil structure interaction. The progress of the influence zone was considered from the extensive research carried out at the University of Brasília, Brazil. Thus, using the measurements, the preconsolidation and its effect were verified in situ. The derived formulas and presented graphs for influence zone depth estimation have considerable importance for civil engineering practice. The Kantorovich method together with the strategy of convolution was used to reach dimensional reduction when deriving analytical formulas. Recommended results and formulas were verified against FEM code ADINA.
  • Good knowledge of the influence zone is crucial when solving soil structure interaction. The progress of the influence zone was considered from the extensive research carried out at the University of Brasília, Brazil. Thus, using the measurements, the preconsolidation and its effect were verified in situ. The derived formulas and presented graphs for influence zone depth estimation have considerable importance for civil engineering practice. The Kantorovich method together with the strategy of convolution was used to reach dimensional reduction when deriving analytical formulas. Recommended results and formulas were verified against FEM code ADINA. (en)
Title
  • Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction
  • Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction (en)
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  • Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction
  • Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction (en)
skos:notation
  • RIV/68407700:21110/11:00179380!RIV12-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770001)
http://linked.open...iv/cisloPeriodika
  • 4
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
  • 222678
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/11:00179380
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  • Influence zone, Preconsolidation, Structural strength, FEM, Triaxial test, In situ testing, Deep foundation, Layered subsoil, Modified Cam clay model, Kantorovich method, theory of convolution (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV
  • [17E57999592A]
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  • Engineering Structures
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http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 33
http://linked.open...iv/tvurceVysledku
  • Kuklík, Pavel
http://linked.open...ain/vavai/riv/wos
  • 000289026900014
http://linked.open...n/vavai/riv/zamer
issn
  • 0141-0296
number of pages
http://bibframe.org/vocab/doi
  • 10.1016/j.engstruct.2010.12.041
http://localhost/t...ganizacniJednotka
  • 21110
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