Evaluation of the Surface Settlement above the Prague Metro Line A Extension Constructed by Two Shields
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00306520" target="_blank" >RIV/68407700:21110/16:00306520 - isvavai.cz</a>
Výsledek na webu
<a href="https://ojs.cvut.cz/ojs/index.php/ap/index" target="_blank" >https://ojs.cvut.cz/ojs/index.php/ap/index</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/AP.2016.56.0448" target="_blank" >10.14311/AP.2016.56.0448</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Evaluation of the Surface Settlement above the Prague Metro Line A Extension Constructed by Two Shields
Popis výsledku v původním jazyce
The new section of the Prague metro V.A is located in the west part of Prague between stations Dejvická and Motol Hospital. The new metro section is 6.2 km long and has four new stations. Majority of two running tunnels 6.2 km long were excavated by two EPB (Earth Pressure Balance) shields (2 x 4.8 km), it was the first use of modern tunnelling machines in the Czech Republic. Surface settlement above running tunnels caused by EPB shields was regularly monitored. The following paper is focused on evaluation of mentioned surface settlement using volume loss. Consequently numerical modelling of various cross-sections was executed. Modelling was realised by finite element method in 2D using software Plaxis. Two different approaches were applied for modelling of 3D effect in 2D. Important parameters Mstage and Cref were derived for selected cross-sections by back analyses (comparison of numerical modelling results with results of monitoring). Results of realised numerical modelling and volume loss evaluation can be used for preparation and realisation of similar tunnels in similar geology (for example for construction of Prague metro line D which will be probably also excavated by EPB shields).
Název v anglickém jazyce
Evaluation of the Surface Settlement above the Prague Metro Line A Extension Constructed by Two Shields
Popis výsledku anglicky
The new section of the Prague metro V.A is located in the west part of Prague between stations Dejvická and Motol Hospital. The new metro section is 6.2 km long and has four new stations. Majority of two running tunnels 6.2 km long were excavated by two EPB (Earth Pressure Balance) shields (2 x 4.8 km), it was the first use of modern tunnelling machines in the Czech Republic. Surface settlement above running tunnels caused by EPB shields was regularly monitored. The following paper is focused on evaluation of mentioned surface settlement using volume loss. Consequently numerical modelling of various cross-sections was executed. Modelling was realised by finite element method in 2D using software Plaxis. Two different approaches were applied for modelling of 3D effect in 2D. Important parameters Mstage and Cref were derived for selected cross-sections by back analyses (comparison of numerical modelling results with results of monitoring). Results of realised numerical modelling and volume loss evaluation can be used for preparation and realisation of similar tunnels in similar geology (for example for construction of Prague metro line D which will be probably also excavated by EPB shields).
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Acta Polytechnica
ISSN
1210-2709
e-ISSN
—
Svazek periodika
56
Číslo periodika v rámci svazku
6
Stát vydavatele periodika
CZ - Česká republika
Počet stran výsledku
7
Strana od-do
448-454
Kód UT WoS článku
—
EID výsledku v databázi Scopus
2-s2.0-85009461460