The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design

Submitted by generalized experience entry longwall into pre- driven recovery room (PDRR) in foreign and Russian mine.Submitted by research characteristic state parameters of the roof at failed entry. Give a classification of roof collapse at the entrance longwall into PDRR.On the example of longwall...

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Main Authors: Zorkov Danil, Renev Alexey, Filimonov Konstantin, Zainulin Rinat
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/34/e3sconf_iims2020_01029.pdf
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author Zorkov Danil
Renev Alexey
Filimonov Konstantin
Zainulin Rinat
author_facet Zorkov Danil
Renev Alexey
Filimonov Konstantin
Zainulin Rinat
author_sort Zorkov Danil
collection DOAJ
description Submitted by generalized experience entry longwall into pre- driven recovery room (PDRR) in foreign and Russian mine.Submitted by research characteristic state parameters of the roof at failed entry. Give a classification of roof collapse at the entrance longwall into PDRR.On the example of longwall panel 5а-10-18 mine Raspadskaya reviewed formation process of stress-strain condition in area for PDRR. Has been modeled process of entry longwall into PDRR in the conditions of heavy roof. Determine the expected load on the anchor and standing support, installed in the PDRR. Assessed the load on the longwall shield. When calculating the loads was taken into account the following parameters: width pre-driven recovery room, number of standing support in the PDRR and especially its placement, the rate of entry longwall into PDRR.
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spelling doaj.art-29c4bf8796564b88a5951d1fd12c01d52022-12-21T22:45:42ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011740102910.1051/e3sconf/202017401029e3sconf_iims2020_01029The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters DesignZorkov Danil0Renev Alexey1Filimonov Konstantin2Zainulin Rinat3T. F. Gorbachev Kuzbass State Technical UniversityT. F. Gorbachev Kuzbass State Technical UniversityT. F. Gorbachev Kuzbass State Technical UniversityT. F. Gorbachev Kuzbass State Technical UniversitySubmitted by generalized experience entry longwall into pre- driven recovery room (PDRR) in foreign and Russian mine.Submitted by research characteristic state parameters of the roof at failed entry. Give a classification of roof collapse at the entrance longwall into PDRR.On the example of longwall panel 5а-10-18 mine Raspadskaya reviewed formation process of stress-strain condition in area for PDRR. Has been modeled process of entry longwall into PDRR in the conditions of heavy roof. Determine the expected load on the anchor and standing support, installed in the PDRR. Assessed the load on the longwall shield. When calculating the loads was taken into account the following parameters: width pre-driven recovery room, number of standing support in the PDRR and especially its placement, the rate of entry longwall into PDRR.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/34/e3sconf_iims2020_01029.pdf
spellingShingle Zorkov Danil
Renev Alexey
Filimonov Konstantin
Zainulin Rinat
The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
E3S Web of Conferences
title The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
title_full The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
title_fullStr The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
title_full_unstemmed The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
title_short The Roof Support Load Analysis for Pre-Driven Recovery Room Parameters Design
title_sort roof support load analysis for pre driven recovery room parameters design
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/34/e3sconf_iims2020_01029.pdf
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