Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method
Rectangular roadway is widely used in coal mine as a type of roadway section with easy excavation, simple support and high space utilization. Yet it is difficult to analyze the state of its plastic zone in the surrounding rock because of complex stress distribution. This study conducted numerical si...
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Emergency Management Press
2024-12-01
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Series: | 矿业科学学报 |
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Online Access: | http://kykxxb.cumtb.edu.cn/en/article/doi/10.19606/j.cnki.jmst.2024925 |
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author | GUO Xiaofei JIN Yiwei ZHANG Hongkai |
author_facet | GUO Xiaofei JIN Yiwei ZHANG Hongkai |
author_sort | GUO Xiaofei |
collection | DOAJ |
description | Rectangular roadway is widely used in coal mine as a type of roadway section with easy excavation, simple support and high space utilization. Yet it is difficult to analyze the state of its plastic zone in the surrounding rock because of complex stress distribution. This study conducted numerical simulation to investigate the expansion patterns of plastic zone in surrounding rock of the rectangular roadway with different width-to-height ratio in the non-uniform stress field. The mapping between the plastic zone shape, range and concentration position was compared with the corresponding circumcirble, based on which we proposed a analytical method for the equivalent circumscribed circle of the plastic zone in the surrounding rock of the rectangular roadway. The result show that: ① In the non-uniform stress field, the shape evolution of the plastic zone in the surrounding rock of the rectangular roadyway is consistent with that of the corresponding circumcircle roadway, exhibiting a round, oval and butterfly shape. ② When the width-height ratio ν of a rectangular roadway is less than 2 (which has met the actual needs of the field), the maximum radius of the plastic zone is less than 15 % of the corresponding circumcircle roadway. Smaller ν value leads to lower error between the two, and the error approximates 0 when the ν =1. ③ The butterfly leaf angle in the plastic zone of the rectangle and the corresponding circumcircle roadway exhibits convergence values between 34° and 39°, and the difference between their butterfly leaf angles is between 1° and 3° when ν is less than 2. ④ When the width-height ratio ν of a rectangular roadway is less than 2 in the non-uniform stress field, the shape, range and main concentration position of the plastic zone can be quantified using the equivalent circumscribed circle method. |
format | Article |
id | doaj-art-dcd70481542940f48d3594545aad2b1e |
institution | Kabale University |
issn | 2096-2193 |
language | English |
publishDate | 2024-12-01 |
publisher | Emergency Management Press |
record_format | Article |
series | 矿业科学学报 |
spelling | doaj-art-dcd70481542940f48d3594545aad2b1e2025-01-14T08:46:55ZengEmergency Management Press矿业科学学报2096-21932024-12-019687088310.19606/j.cnki.jmst.2024925kykxxb-9-6-870Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical methodGUO Xiaofei0JIN Yiwei1ZHANG Hongkai2School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, ChinaRectangular roadway is widely used in coal mine as a type of roadway section with easy excavation, simple support and high space utilization. Yet it is difficult to analyze the state of its plastic zone in the surrounding rock because of complex stress distribution. This study conducted numerical simulation to investigate the expansion patterns of plastic zone in surrounding rock of the rectangular roadway with different width-to-height ratio in the non-uniform stress field. The mapping between the plastic zone shape, range and concentration position was compared with the corresponding circumcirble, based on which we proposed a analytical method for the equivalent circumscribed circle of the plastic zone in the surrounding rock of the rectangular roadway. The result show that: ① In the non-uniform stress field, the shape evolution of the plastic zone in the surrounding rock of the rectangular roadyway is consistent with that of the corresponding circumcircle roadway, exhibiting a round, oval and butterfly shape. ② When the width-height ratio ν of a rectangular roadway is less than 2 (which has met the actual needs of the field), the maximum radius of the plastic zone is less than 15 % of the corresponding circumcircle roadway. Smaller ν value leads to lower error between the two, and the error approximates 0 when the ν =1. ③ The butterfly leaf angle in the plastic zone of the rectangle and the corresponding circumcircle roadway exhibits convergence values between 34° and 39°, and the difference between their butterfly leaf angles is between 1° and 3° when ν is less than 2. ④ When the width-height ratio ν of a rectangular roadway is less than 2 in the non-uniform stress field, the shape, range and main concentration position of the plastic zone can be quantified using the equivalent circumscribed circle method.http://kykxxb.cumtb.edu.cn/en/article/doi/10.19606/j.cnki.jmst.2024925butterfly plastic zonerectangular roadwaynon-uniform stress fieldequivalent circumcirble |
spellingShingle | GUO Xiaofei JIN Yiwei ZHANG Hongkai Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method 矿业科学学报 butterfly plastic zone rectangular roadway non-uniform stress field equivalent circumcirble |
title | Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method |
title_full | Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method |
title_fullStr | Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method |
title_full_unstemmed | Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method |
title_short | Expansion patterns of plastic zone in surrounding rock of rectangular roadway in non-uniform stress field and equivalent circumcirble analytical method |
title_sort | expansion patterns of plastic zone in surrounding rock of rectangular roadway in non uniform stress field and equivalent circumcirble analytical method |
topic | butterfly plastic zone rectangular roadway non-uniform stress field equivalent circumcirble |
url | http://kykxxb.cumtb.edu.cn/en/article/doi/10.19606/j.cnki.jmst.2024925 |
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