Phenomenon of Influence Zone in Civil Engineering Practise

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00202701" target="_blank" >RIV/68407700:21110/11:00202701 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.sciencedirect.com/science/article/pii/S1877705811012914" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705811012914</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2011.07.214" target="_blank" >10.1016/j.proeng.2011.07.214</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Phenomenon of Influence Zone in Civil Engineering Practise

Popis výsledku v původním jazyce

When erecting upper structure the man manufactured materials are used. That is the reason of their excellent material properties. 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. The excavation makes space for upper structure surcharge. The influence zone depth is defined like region where the geostatical pressure reduced by excavation together with upper structure loading exceed the original geostatical pressure. The Kantorovich method together with strategy of convolution was used to reach dimensional reduction when deriving analytical formulas. Derived formulas and presented graphs for influence zone depth estimation have considerable importance for civil

Název v anglickém jazyce

Phenomenon of Influence Zone in Civil Engineering Practise

Popis výsledku anglicky

When erecting upper structure the man manufactured materials are used. That is the reason of their excellent material properties. 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. The excavation makes space for upper structure surcharge. The influence zone depth is defined like region where the geostatical pressure reduced by excavation together with upper structure loading exceed the original geostatical pressure. The Kantorovich method together with strategy of convolution was used to reach dimensional reduction when deriving analytical formulas. Derived formulas and presented graphs for influence zone depth estimation have considerable importance for civil

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Procedia Engineering

ISSN

1877-7058

e-ISSN

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Svazek periodika

2011

Číslo periodika v rámci svazku

14

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

8

Strana od-do

1705-1712

Kód UT WoS článku

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EID výsledku v databázi Scopus

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