All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Numerical Modelling of a Diaphragm wall Process in Karolinka Dam

The result's identifiers

  • Result code in 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>

  • Result on the web

    <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

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical Modelling of a Diaphragm wall Process in Karolinka Dam

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>ost</sub> - Miscellaneous article in a specialist periodical

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2019

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    International Journal of Sciences: Basic and Applied Research (IJSBAR)

  • ISSN

    2307-4531

  • e-ISSN

  • Volume of the periodical

    48

  • Issue of the periodical within the volume

    7/2019

  • Country of publishing house

    JO - JORDAN

  • Number of pages

    17

  • Pages from-to

    93-109

  • UT code for WoS article

  • EID of the result in the Scopus database