The new Options to Reduce Shear Stress into Foundation Structure

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
The new Options to Reduce Shear Stress into Foundation Structure
Original language description
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.
Czech name
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Czech description
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Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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