About: Phenomenon of preconsolidation and simple tools for the influence zone depth estimation

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About: Phenomenon of preconsolidation and simple tools for the influence zone depth estimation 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)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	When erecting upper structure the man manufactured materials are used. In the case of foundation the nature situation must be almost respected. The geostatical stress plays significant role on the subsoil behavior. The geostatical stress state is de facto natural form of the soil compaction. The soil has ability memorized the highest stress that has been ever loaded. The soil can be considered incompressible if the magnitude of a surcharge is lower. In engineering practice, this is used so that the construction of higher buildings is founded in the deeper hole so that the depth of influence zone reached acceptable value for the future surcharge of the upper structure. For extremely tall buildings, the deep hole foundation must be prolonged by the piles. The contribution is focused on the laboratory measurement of preconsolidation and this phenomenon verification. There are presented analytical formulas and graphs for the influence zone depth estimation. When erecting upper structure the man manufactured materials are used. In the case of foundation the nature situation must be almost respected. The geostatical stress plays significant role on the subsoil behavior. The geostatical stress state is de facto natural form of the soil compaction. The soil has ability memorized the highest stress that has been ever loaded. The soil can be considered incompressible if the magnitude of a surcharge is lower. In engineering practice, this is used so that the construction of higher buildings is founded in the deeper hole so that the depth of influence zone reached acceptable value for the future surcharge of the upper structure. For extremely tall buildings, the deep hole foundation must be prolonged by the piles. The contribution is focused on the laboratory measurement of preconsolidation and this phenomenon verification. There are presented analytical formulas and graphs for the influence zone depth estimation. (en)
Title	Phenomenon of preconsolidation and simple tools for the influence zone depth estimation Phenomenon of preconsolidation and simple tools for the influence zone depth estimation (en)
skos:prefLabel	Phenomenon of preconsolidation and simple tools for the influence zone depth estimation Phenomenon of preconsolidation and simple tools for the influence zone depth estimation (en)
skos:notation	RIV/68407700:21110/10:00174037!RIV11-MSM-21110___
http://linked.open...avai/riv/aktivita	Z
http://linked.open...avai/riv/aktivity	Z(MSM6840770001)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kuklík, Pavel Brouček, Miroslav
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	278756
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/10:00174037
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	pre-consolidation pressure, influence zone, Kantorowich method, layered subsoil, geostatic stress state (en)
http://linked.open.../riv/klicoveSlovo	Kantorowich method geostatic stress state influence zone layered subsoil pre-consolidation pressure
http://linked.open...ontrolniKodProRIV	[CFF2AAA563F7]
http://linked.open...v/mistoKonaniAkce	Štrbské pleso
http://linked.open...i/riv/mistoVydani	Košice
http://linked.open...i/riv/nazevZdroje	Konštrukčné a fyzikálne aspekty stavebného inžinierstva, 2010
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Brouček, Miroslav Kuklík, Pavel
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2010-11-24 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Reliability, optimization and durability of building materials and constructions
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Technická univerzita v Košiciach
https://schema.org/isbn	978-80-553-0527-1
http://localhost/t...ganizacniJednotka	21110

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