A numerical model on geosynthetic reinforced pile supported embankments

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F18%3A39912531" target="_blank" >RIV/00216275:25510/18:39912531 - isvavai.cz</a>
Result on the web
<a href="http://dergipark.gov.tr/download/article-file/479554" target="_blank" >http://dergipark.gov.tr/download/article-file/479554</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
A numerical model on geosynthetic reinforced pile supported embankments
Original language description
Reinforced pile embankments are started use more commonly because they allow fast construction of highways. When geosynthetics are adopted to piled fills, this kind of structures are then called as geosynthetic reinforced piled structures. When the geosynthetics are used, area of pile caps is reduced because geosynthetic transfers fill load to piles by its membrane effect. In this study, effect of multi – layer reinforcement is investigated using 2D finite element method. For this purpose, settlements, pressures, excess pore water and horizontal displacements are analyzed. Results showed that using two and three layers of reinforcement significantly decreases settlements on foundation soil and embankment surface. Placement of additional layer has great effect on settlements, pressures, excess pore water pressure and horizontal displacements. It is also found out that, two layers of reinforcement is more effective when only settlements are considered.
Czech name
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Czech description
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Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Anadolu University Journal of Science and Technology A - Applied Sciences and Engineering
ISSN
1302-3160
e-ISSN
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Volume of the periodical
19
Issue of the periodical within the volume
2
Country of publishing house
TR - TURKEY
Number of pages
15
Pages from-to
484-498
UT code for WoS article
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EID of the result in the Scopus database
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