Determination of Load Performance of Two-Bar Girder Lining

Yuri Glazkov, Anton Kazantsev, Dmitriy Nesteruk, Vladimir Aksenov, Andrey Efremenkov

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The article proposes a base-line design of the system in the form of lattice girders to support peripheral rock masses of workings. The design scheme and its parameters of support and loading conditions are given, the simulation results are shown. Designing a 'reinforcing' support system suitable to be installed into the channel slots formed in the surrounding rock mass and developing a process to construct this support are the prime considerations in tunnels driven using the new mining technology. Helix and longitudinal channel slots excavated by the geokhod in the border zone during tunnel excavation should be used to provide a potential for increasing bearing capacities.

Original languageEnglish
Title of host publication1st Scientific Practical Conference "International Innovative Mining Symposium (In Memory of Prof. Vladimir Pronoza)"
PublisherEDP Sciences
Volume15
ISBN (Electronic)9782759890163
DOIs
Publication statusPublished - 7 Apr 2017
Event1st International Innovative Mining Symposium 2017 - Kemerovo - Mezhdurechensk, Russian Federation
Duration: 24 Apr 201726 Apr 2017

Conference

Conference1st International Innovative Mining Symposium 2017
CountryRussian Federation
CityKemerovo - Mezhdurechensk
Period24.4.1726.4.17

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ASJC Scopus subject areas

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)
  • Energy(all)

Cite this

Glazkov, Y., Kazantsev, A., Nesteruk, D., Aksenov, V., & Efremenkov, A. (2017). Determination of Load Performance of Two-Bar Girder Lining. In 1st Scientific Practical Conference "International Innovative Mining Symposium (In Memory of Prof. Vladimir Pronoza)" (Vol. 15). [03009] EDP Sciences. https://doi.org/10.1051/e3sconf/20171503009