Interaction Evaluation with Subsoil and Global Stability Evaluation of High MSW Structure

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F75081431%3A_____%2F16%3A00001008" target="_blank" >RIV/75081431:_____/16:00001008 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Interaction Evaluation with Subsoil and Global Stability Evaluation of High MSW Structure
Original language description
Today’s situation at designing of complicated reinforced soil structures requires creating of detailed numerical model of structure to analyse limit states. Especially second limit states procedure is demanded due to classics theory limitations. Calculated limit states by FEM software Plaxis on two examples of designed structures composed from micropiles, and reinforced soil structures by geogrids will be presented in this article. High reinforced walls known as MSE type of structure (mechanically stabilized earth) requires detailed evaluation of interaction with foundation soil. There has been no problem to design reinforced soil structure by geosynthetics, it means body of wall structure can be evaluated according to various standards and design procedures, which is supported by various analytical software offered by GSY (geosynthetics) selling companies.
Czech name
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Czech description
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
World Multidisciplinary Civil Engineering-Architecture-Urban planning Symposium 2016 WMCAUS 2016
ISBN
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ISSN
1877-7058
e-ISSN
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Number of pages
5
Pages from-to
185-189
Publisher name
Procedia Engineering- Elsevier Ltd
Place of publication
Prague, Czech Republic
Event location
Prague, Czech Republic
Event date
Jun 13, 2016
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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