Determination of Load Performance of Two-Bar Girder Lining

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

Результат исследования: Материалы для книги/типы отчетовМатериалы для конференции

Аннотация

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.

Язык оригиналаАнглийский
Заголовок главной публикации1st Scientific Practical Conference "International Innovative Mining Symposium (In Memory of Prof. Vladimir Pronoza)"
ИздательEDP Sciences
Том15
ISBN (электронная версия)9782759890163
DOI
Статус публикацииОпубликовано - 7 апр 2017
Событие1st International Innovative Mining Symposium 2017 - Kemerovo - Mezhdurechensk, Российская Федерация
Длительность: 24 апр 201726 апр 2017

Конференция

Конференция1st International Innovative Mining Symposium 2017
СтранаРоссийская Федерация
ГородKemerovo - Mezhdurechensk
Период24.4.1726.4.17

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ASJC Scopus subject areas

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

Цитировать

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