New Test Stand to optimize Segments for mechanized Tunnelling

Publikationen: Beitrag in FachzeitschriftArtikelForschung(peer-reviewed)

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New Test Stand to optimize Segments for mechanized Tunnelling. / Gehwolf, Paul; Wenighofer, Robert; Barwart, Stefan et al.
in: GeoResources Zeitschrift, Jahrgang 2016, Nr. 2, 02.2016, S. 21-25.

Publikationen: Beitrag in FachzeitschriftArtikelForschung(peer-reviewed)

Harvard

Gehwolf, P, Wenighofer, R, Barwart, S, Galler, R, Haberler-Weber, M, Moritz, B, Barwart, C & Lange, A 2016, 'New Test Stand to optimize Segments for mechanized Tunnelling', GeoResources Zeitschrift, Jg. 2016, Nr. 2, S. 21-25.

Bibtex - Download

@article{fd27157b2bda4798b5812b51d9874569,
title = "New Test Stand to optimize Segments for mechanized Tunnelling",
abstract = "The bearing and deformation behaviour of segments for mechanized tunnelling and their degree of utilization are being investigated at the Chair for Subsurface Engineering at the Montan University Leoben in Austria in close collaboration with the {\"O}BB Infrastruktur AG. Tests and numerical modelling as well as deformation measurements in situ serve to optimize the precast concrete parts. A new test stand for biaxial tests on suitable segments was devised for the tests and equipped with the appropriate measurement technology for measuring deformations. This report presents the test stand and initial test results.",
author = "Paul Gehwolf and Robert Wenighofer and Stefan Barwart and Robert Galler and Michaela Haberler-Weber and Bernd Moritz and Christian Barwart and Andreas Lange",
year = "2016",
month = feb,
language = "English",
volume = "2016",
pages = "21--25",
journal = "GeoResources Zeitschrift",
issn = "2364-0278",
number = "2",

}

RIS (suitable for import to EndNote) - Download

TY - JOUR

T1 - New Test Stand to optimize Segments for mechanized Tunnelling

AU - Gehwolf, Paul

AU - Wenighofer, Robert

AU - Barwart, Stefan

AU - Galler, Robert

AU - Haberler-Weber, Michaela

AU - Moritz, Bernd

AU - Barwart, Christian

AU - Lange, Andreas

PY - 2016/2

Y1 - 2016/2

N2 - The bearing and deformation behaviour of segments for mechanized tunnelling and their degree of utilization are being investigated at the Chair for Subsurface Engineering at the Montan University Leoben in Austria in close collaboration with the ÖBB Infrastruktur AG. Tests and numerical modelling as well as deformation measurements in situ serve to optimize the precast concrete parts. A new test stand for biaxial tests on suitable segments was devised for the tests and equipped with the appropriate measurement technology for measuring deformations. This report presents the test stand and initial test results.

AB - The bearing and deformation behaviour of segments for mechanized tunnelling and their degree of utilization are being investigated at the Chair for Subsurface Engineering at the Montan University Leoben in Austria in close collaboration with the ÖBB Infrastruktur AG. Tests and numerical modelling as well as deformation measurements in situ serve to optimize the precast concrete parts. A new test stand for biaxial tests on suitable segments was devised for the tests and equipped with the appropriate measurement technology for measuring deformations. This report presents the test stand and initial test results.

UR - http://www.georesources.net/download/GeoResources-Journal-2-2016.pdf

M3 - Article

VL - 2016

SP - 21

EP - 25

JO - GeoResources Zeitschrift

JF - GeoResources Zeitschrift

SN - 2364-0278

IS - 2

ER -