About: Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing

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About: Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	For the calculation of foundation settlement it is recommended to take into account so called influence zone inside the subsoil bellow the foundation structure. Influence zone inside the subsoil is the region where the load has a substantial influence on the deformation of the soil skeleton. The soil skeleton is pre-consolidated or over consolidated due to the original geostatic stress state. An excavation changes the original geostatic stress state and it creates the space for the load transferred from upper structure. The theory of elastic layer in Westergard manner is selected for the vertical stress calculation. The depth of influence zone is calculated from the equality of the original geostatic stress and the new geostatic stress due to excavation combined with the vertical stress from the upper structure. Two close formulas are presented for the influence zone calculation. For the calculation of foundation settlement it is recommended to take into account so called influence zone inside the subsoil bellow the foundation structure. Influence zone inside the subsoil is the region where the load has a substantial influence on the deformation of the soil skeleton. The soil skeleton is pre-consolidated or over consolidated due to the original geostatic stress state. An excavation changes the original geostatic stress state and it creates the space for the load transferred from upper structure. The theory of elastic layer in Westergard manner is selected for the vertical stress calculation. The depth of influence zone is calculated from the equality of the original geostatic stress and the new geostatic stress due to excavation combined with the vertical stress from the upper structure. Two close formulas are presented for the influence zone calculation. (en)
Title	Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing (en)
skos:prefLabel	Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing (en)
skos:notation	RIV/75095360:_____/09:#0000072!RIV10-GA0-75095360
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/07/0246), P(GA103/08/1119), P(GA103/08/1617), Z(MSM6840770001)
http://linked.open...iv/cisloPeriodika	5
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Kuklík, Pavel Brouček, Miroslav
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Odborná společnost pro vědu, výzkum a poradenství ČSSI
http://linked.open...dnocenehoVysledku	314690
http://linked.open...ai/riv/idVysledku	RIV/75095360:_____/09:#0000072
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	pre-consolidation pressure, influence zone, Kantorovich method, fundamental solution (en)
http://linked.open.../riv/klicoveSlovo	Kantorovich method fundamental solution influence zone pre-consolidation pressure
http://linked.open...odStatuVydavatele	KR - Korejská republika
http://linked.open...ontrolniKodProRIV	[5A971A1AA221]
http://linked.open...i/riv/nazevZdroje	Structural Engineering and Mechanics
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Passive Lateral Pressure of Multi-phase Granular Material Long term soil-structure interaction influenced by variation of ground water table Monitoring of slope deformation and slope stability modelling in real time
http://linked.open...UplatneniVysledku	2009
http://linked.open...v/svazekPeriodika	33
http://linked.open...iv/tvurceVysledku	Brouček, Miroslav Kuklík, Pavel Kopáčková, Marie
http://linked.open...n/vavai/riv/zamer	Reliability, optimization and durability of building materials and constructions
issn	1225-4568
number of pages	13 (xsd:int)

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