Detail publikačního výsledku

The reinforcement of tunnel lining of former service tunnel due to the load caused by a new undegground structure

HORÁK, V.; KRÁSNÝ, O.

Originální název

The reinforcement of tunnel lining of former service tunnel due to the load caused by a new undegground structure

Anglický název

The reinforcement of tunnel lining of former service tunnel due to the load caused by a new undegground structure

Druh

Článek recenzovaný mimo WoS a Scopus

Originální abstrakt

The existing former servide tunnel is situated under a new design builiding - CD Palce.

Anglický abstrakt

The existing former servide tunnel is situated under a new design builiding - CD Palce.

Klíčová slova

Undeground structure, service tunnel, diaphragm wall, finite element method

Klíčová slova v angličtině

Undeground structure, service tunnel, diaphragm wall, finite element method

Autoři

HORÁK, V.; KRÁSNÝ, O.

Vydáno

20.09.2007

Nakladatel

Wydawnictva AGH, Krakow

Místo

Krakow

ISSN

1732-6702

Periodikum

Górnictwo i geoinzynieria

Svazek

31

Číslo

3

Stát

Polská republika

Strany od

273

Strany do

278

Strany počet

6

BibTex

@article{BUT44596,
  author="Vladislav {Horák} and Otakar {Krásný}",
  title="The reinforcement of tunnel lining of former service tunnel due to the load caused by a new undegground structure",
  journal="Górnictwo i geoinzynieria",
  year="2007",
  volume="31",
  number="3",
  pages="273--278",
  issn="1732-6702"
}