Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00221587" target="_blank" >RIV/68407700:21110/14:00221587 - isvavai.cz</a>
Result on the web
<a href="http://www.sgem.org" target="_blank" >http://www.sgem.org</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2014B32" target="_blank" >10.5593/sgem2014B32</a>

Result language
angličtina
Original language name
Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures
Original language description
Together with development of bridge structures interacting with backfill material (integrated and buried bridges), the importance of determining the actual behavior of compacted backfill of the bridge structure gains importance. The properties of the backfill material and its compaction play a critical role. This article deals with the experimental determination of the maximum vertical/horizontal stress due to compaction and its influence on the behavior of backfill of the buried structure, or its horizontal stiffness.
Czech name
—
Czech description
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Project
<a href="/en/project/TA03031099" target="_blank" >TA03031099: Transport infrastructure design optimization with respect to increased durability and operation safety</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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