Three-dimensions modelling of a jet pile construction in the Karolinka dam

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU136321" target="_blank" >RIV/00216305:26110/19:PU136321 - isvavai.cz</a>

Výsledek na webu

<a href="https://acta.mendelu.cz/67/3/0637/" target="_blank" >https://acta.mendelu.cz/67/3/0637/</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.11118/actaun201967030637" target="_blank" >10.11118/actaun201967030637</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Three-dimensions modelling of a jet pile construction in the Karolinka dam

Popis výsledku v původním jazyce

Karolinka Earth Fill dam was built on the Stanovnice river above the town of Karolinka in the region of Vsetín. Because of leakage on the downstream dam face due to bad compacting of soil during the construction stage, the reservoir was used to a limited level. There were some steps to improve safety which had been developed to reconstruct the dam after extensive surveys in 2005. The major rehabilitation was commenced in period from September 2012 till October 2013, included the remediation of central impervious core in the dam by using the diaphragm wall (I also have worked on) and jet grouting pile from self‑hardening cement‑bentonite suspension. The article presents three‑dimensional modelling of a jet pile construction, by using finite element method which is performed by Plaxis program. It is concluded that real data shows good agreement with the computed result obtained by the FEM analysis.

Název v anglickém jazyce

Three-dimensions modelling of a jet pile construction in the Karolinka dam

Popis výsledku anglicky

Karolinka Earth Fill dam was built on the Stanovnice river above the town of Karolinka in the region of Vsetín. Because of leakage on the downstream dam face due to bad compacting of soil during the construction stage, the reservoir was used to a limited level. There were some steps to improve safety which had been developed to reconstruct the dam after extensive surveys in 2005. The major rehabilitation was commenced in period from September 2012 till October 2013, included the remediation of central impervious core in the dam by using the diaphragm wall (I also have worked on) and jet grouting pile from self‑hardening cement‑bentonite suspension. The article presents three‑dimensional modelling of a jet pile construction, by using finite element method which is performed by Plaxis program. It is concluded that real data shows good agreement with the computed result obtained by the FEM analysis.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název periodika

Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis

ISSN

1211-8516

e-ISSN

2464-8310

Svazek periodika

67

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

12

Strana od-do

637-648

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85071597561