MATEC Web Conf.
Volume 265, 2019International Geotechnical Symposium “Geotechnical Construction of Civil Engineering & Transport Structures of the Asian-Pacific Region” (GCCETS 2018)
|Number of page(s)||4|
|Section||Soil Behavior and Geomechanics|
|Published online||30 January 2019|
Determination of the stress-deformed state components of the rock mass around the mine opening fixed by anchors
National University of Science and Technology MISIS (Moscow Institute of Steel and Alloys), 119991, Leninskij Av., 4, Moskow, Russia
2 VostokCoal Management Company, 143084, estate 100, “Residence on Rublevka” Business Center, Usovo, Odinstovsky District, Moscow Region, Russia
* Corresponding author: email@example.com
The analytical investigation of the stress-deformed state of the rock mass around mine with random cross-section and anchorage is completed. The problem is solved in reliance on tangential stress, that arising in anchors.
© The Authors, published by EDP Sciences, 2019
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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