Publication result detail

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

HORÁK, V.; KRÁSNÝ, O.

Original Title

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

English Title

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

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

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

English abstract

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

Keywords

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

Key words in English

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

Authors

HORÁK, V.; KRÁSNÝ, O.

Released

20.09.2007

Publisher

Wydawnictva AGH, Krakow

Location

Krakow

ISBN

1732-6702

Periodical

Górnictwo i geoinzynieria

Volume

31

Number

3

State

Republic of Poland

Pages from

273

Pages to

278

Pages count

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"
}