E3S Web Conf.
Volume 15, 2017The 1st Scientific Practical Conference “International Innovative Mining Symposium (in memory of Prof. Vladimir Pronoza)”
|Number of page(s)||9|
|Section||Innovative Mining Equipment|
|Published online||07 April 2017|
Determination of Load Performance of Two-Bar Girder Lining
1 T.F. Gorbachev Kuzbass State Technical University, 28, Vesennyaya st., Kemerovo 650000, RF
2 Federal Research Center of Coal and Coal Chemistry of the Siberian Branch of the RAS, Leningradskiy Ave10, 650065 Kemerovo, RF
3 Yurga Institute of Technology, TPU Affiliate, 26, Leningradskaya st., Yurga 652050, RF
* Corresponding author: email@example.com
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.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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