Evaluation of trends in tunnel lining utilization with regards to the moment of ring closure

Vaibhav Shringi*, Manuel Bernhard Winkler, Alexander Kluckner, Thomas Marcher

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference paperpeer-review

Abstract

At sequenced tunnel drives, next to the rock mass conditions, the advance rates of the single excavation stages and the moment of ring closure determine the performance of shotcrete linings. Especially in heterogeneous rock masses, the investigation of the optimum ring closure moment resulting in no damage of the lining challenges the engineers. If the ring closure is too early, the lining may experience compressive failure because the building up of ground loads is too large.
A late ring closure may allow for too much tunnel displacement. To investigate the effects of various ring closure moments on the utilization of the tunnel lining and the tunnel crown convergences, this study performs 3D finite element simulations. The results at a specific measuring cross section and for the assumed ground conditions suggest that a delayed ring closure can lead to higher utilizations
compared to an early ring closure.
Original languageEnglish
Title of host publicationProceedings of the 15th International ISRM Conference 2023 & 72nd Geomechanics Colloquium
Subtitle of host publicationChallenges in Rock Mechanics & Rock Engineering
EditorsWulf Schubert, Alexander Kluckner
Place of PublicationSalzburg
PublisherAustrian Society for Geomechanics
Pages2043-2048
Number of pages6
ISBN (Electronic)978-3-9503898-3-8
Publication statusPublished - 10 Oct 2023
Event15th ISRM Congress 2023 & 72nd Geomechanics Colloquium - Congress Salzburg, Salzburg, Austria
Duration: 9 Oct 202314 Oct 2023
https://www.isrm2023.com/de/

Conference

Conference15th ISRM Congress 2023 & 72nd Geomechanics Colloquium
Abbreviated titleISRM 2023
Country/TerritoryAustria
CitySalzburg
Period9/10/2314/10/23
Internet address

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