The new Options to Reduce Shear Stress into Foundation Structure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095289" target="_blank" >RIV/61989100:27120/15:86095289 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.proeng.2015.08.100" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2015.08.100</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2015.08.100" target="_blank" >10.1016/j.proeng.2015.08.100</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The new Options to Reduce Shear Stress into Foundation Structure

Popis výsledku v původním jazyce

This paper deals with analysis of shear stress into foundation structure with applied rheological sliding joint into foundation structures. Rheological sliding joint can create an important part of the building in case that the foundation structure is placed on undermined territory. Buildings which are situated on the edge of settlement trough are often loaded with horizontal deformation from the subsoil. Horizontal deformations then cause shear stress into foundation bottom and tensile forces into foundation. These foundations have to be reinforced a lot or can be structurally modified and can be built on the concrete base layer with rheological sliding joint from different materials. The sliding joint can be created from some different materials butit is often created from asphalt belts. This method was discovered and researched in the 80th at first. Not many materials were on market in this time nevertheless calculation method to determination of shear stress was discovered.

Název v anglickém jazyce

The new Options to Reduce Shear Stress into Foundation Structure

Popis výsledku anglicky

This paper deals with analysis of shear stress into foundation structure with applied rheological sliding joint into foundation structures. Rheological sliding joint can create an important part of the building in case that the foundation structure is placed on undermined territory. Buildings which are situated on the edge of settlement trough are often loaded with horizontal deformation from the subsoil. Horizontal deformations then cause shear stress into foundation bottom and tensile forces into foundation. These foundations have to be reinforced a lot or can be structurally modified and can be built on the concrete base layer with rheological sliding joint from different materials. The sliding joint can be created from some different materials butit is often created from asphalt belts. This method was discovered and researched in the 80th at first. Not many materials were on market in this time nevertheless calculation method to determination of shear stress was discovered.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Procedia Engineering. Volume 114

ISBN

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ISSN

1877-7058

e-ISSN

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Počet stran výsledku

8

Strana od-do

514-521

Název nakladatele

Elsevier

Místo vydání

Amsterdam

Místo konání akce

Funchal

Datum konání akce

1. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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