The Measurement of Soil-structure Interaction of Buried Structure during Construction
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00221586" target="_blank" >RIV/68407700:21110/14:00221586 - isvavai.cz</a>
Výsledek na webu
<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>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The Measurement of Soil-structure Interaction of Buried Structure during Construction
Popis výsledku v původním jazyce
This paper presents arrangement and results of continuous monitoring of soil-structure interaction of a reinforced concrete (RC) buried arch bridge near Tábor, Czech Republic. The bridge was equipped by earth pressure measurement gauges and deflection measurement strings. The measurements were performed continuously for 8 days in fall 2013 during the entire construction process. The deflections were recorded during the entire fill placement and compaction process from the level of the foot drainage up to the level of the rail including compaction of the ballast. After the compacting of the fill was finished, the structure was loaded by static probe vehicle loading. For this purpose, a 74 ton locomotive was placed in several positions. The experimentalshowed interesting results in means of impact of the real site compaction conditions on the deflections and earth pressures a buried arch structure. Especially the compaction of the ballast, as the final stage of construction showed its d
Název v anglickém jazyce
The Measurement of Soil-structure Interaction of Buried Structure during Construction
Popis výsledku anglicky
This paper presents arrangement and results of continuous monitoring of soil-structure interaction of a reinforced concrete (RC) buried arch bridge near Tábor, Czech Republic. The bridge was equipped by earth pressure measurement gauges and deflection measurement strings. The measurements were performed continuously for 8 days in fall 2013 during the entire construction process. The deflections were recorded during the entire fill placement and compaction process from the level of the foot drainage up to the level of the rail including compaction of the ballast. After the compacting of the fill was finished, the structure was loaded by static probe vehicle loading. For this purpose, a 74 ton locomotive was placed in several positions. The experimentalshowed interesting results in means of impact of the real site compaction conditions on the deflections and earth pressures a buried arch structure. Especially the compaction of the ballast, as the final stage of construction showed its d
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/TA03031099" target="_blank" >TA03031099: Optimalizace návrhu staveb dopravní infrastruktury s ohledem na zvýšení jejich trvanlivosti a bezpečnosti provozu</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
SGEM2014 GeoConference Proceedings
ISBN
978-619-7105-08-7
ISSN
1314-2704
e-ISSN
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Počet stran výsledku
6
Strana od-do
267-272
Název nakladatele
International Multidisciplinary Scientific GeoConference SGEM
Místo vydání
Sofia
Místo konání akce
Bulharsko, Albena
Datum konání akce
17. 6. 2014
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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