Numerical Modelling of a Diaphragm wall Process in Karolinka Dam
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU138717" target="_blank" >RIV/00216305:26110/19:PU138717 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.gssrr.org/index.php/JournalOfBasicAndApplied/article/view/10597/5514" target="_blank" >https://www.gssrr.org/index.php/JournalOfBasicAndApplied/article/view/10597/5514</a>
DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Numerical Modelling of a Diaphragm wall Process in Karolinka Dam
Popis výsledku v původním jazyce
This study focuses on the possibility of numerical modelling of the most important sealing technology, diaphragm walls as the most major popular reliable option when it comes to engineering construction rehabilitation. It is included how to carry out, interaction with adjacent soil, safety factor evaluation associated with the state of the dam body and foundation; before, during, and after reconstruction, changing of pore water pressure with the time, settlement of dam, cement shrinkage, and sensitivity analysis. This modelling was conducted with the finite element method based on software Plaxis 3D. Diaphragm wall has been used in Karolinka dam for reducing seepage through its body. The results are concluded that the highest value of the displacement during the reconstruction process is the horizontal displacement due to water load and pore water pressure variations with the time. Safety factor is highly influenced by the variation of water level in the reservoir, elasticity modulus, and cohesion of the soils.
Název v anglickém jazyce
Numerical Modelling of a Diaphragm wall Process in Karolinka Dam
Popis výsledku anglicky
This study focuses on the possibility of numerical modelling of the most important sealing technology, diaphragm walls as the most major popular reliable option when it comes to engineering construction rehabilitation. It is included how to carry out, interaction with adjacent soil, safety factor evaluation associated with the state of the dam body and foundation; before, during, and after reconstruction, changing of pore water pressure with the time, settlement of dam, cement shrinkage, and sensitivity analysis. This modelling was conducted with the finite element method based on software Plaxis 3D. Diaphragm wall has been used in Karolinka dam for reducing seepage through its body. The results are concluded that the highest value of the displacement during the reconstruction process is the horizontal displacement due to water load and pore water pressure variations with the time. Safety factor is highly influenced by the variation of water level in the reservoir, elasticity modulus, and cohesion of the soils.
Klasifikace
Druh
J<sub>ost</sub> - Ostatní články v recenzovaných periodicích
CEP obor
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OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2019
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
International Journal of Sciences: Basic and Applied Research (IJSBAR)
ISSN
2307-4531
e-ISSN
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Svazek periodika
48
Číslo periodika v rámci svazku
7/2019
Stát vydavatele periodika
JO - Jordánské hášimovské království
Počet stran výsledku
17
Strana od-do
93-109
Kód UT WoS článku
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EID výsledku v databázi Scopus
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