Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks

With open-pit mining method in Kuzbass is widely used automobile transport, transportation costs up to 70% of the cost of coal production. It is not economically feasible to use asphalt concrete and cement concrete as a material of temporary technological roads, and the use of crushed coal-bearing r...

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Main Authors: Shalamanov Victor A., Shabaev Sergey N., Alama Faruz
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/60/e3sconf_sdemr18_01013.pdf
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spelling doaj-8208fa072cfd4f1a8462c8c742048e752021-04-02T11:57:49ZengEDP SciencesE3S Web of Conferences2267-12422019-01-011340101310.1051/e3sconf/201913401013e3sconf_sdemr18_01013Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocksShalamanov Victor A.0Shabaev Sergey N.1Alama Faruz2T.F. Gorbachev Kuzbass State Technical UniversityT.F. Gorbachev Kuzbass State Technical UniversityLebanese International UniversityWith open-pit mining method in Kuzbass is widely used automobile transport, transportation costs up to 70% of the cost of coal production. It is not economically feasible to use asphalt concrete and cement concrete as a material of temporary technological roads, and the use of crushed coal-bearing rocks will make it possible to increase the efficiency of coal mining by open method. Currently, the question of the application of the coal-bearing rocks for building temporary technological roads is poorly studied. The paper proposes a method of determining the thickness of road pavements of technological roads, which can be applied directly by the mining company, their analysis has been carried out, the dependence from the strength factor and the category of blockiness of foundation rocks has been determined.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/60/e3sconf_sdemr18_01013.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Shalamanov Victor A.
Shabaev Sergey N.
Alama Faruz
spellingShingle Shalamanov Victor A.
Shabaev Sergey N.
Alama Faruz
Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
E3S Web of Conferences
author_facet Shalamanov Victor A.
Shabaev Sergey N.
Alama Faruz
author_sort Shalamanov Victor A.
title Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
title_short Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
title_full Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
title_fullStr Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
title_full_unstemmed Recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
title_sort recommendations for determining the thickness of the road pavement of technological roads built from coal-bearing rocks
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2019-01-01
description With open-pit mining method in Kuzbass is widely used automobile transport, transportation costs up to 70% of the cost of coal production. It is not economically feasible to use asphalt concrete and cement concrete as a material of temporary technological roads, and the use of crushed coal-bearing rocks will make it possible to increase the efficiency of coal mining by open method. Currently, the question of the application of the coal-bearing rocks for building temporary technological roads is poorly studied. The paper proposes a method of determining the thickness of road pavements of technological roads, which can be applied directly by the mining company, their analysis has been carried out, the dependence from the strength factor and the category of blockiness of foundation rocks has been determined.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/60/e3sconf_sdemr18_01013.pdf
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