Mechanism and Application of Static Fracturing Technology on Deep Working Face

Static fracturing technology uses chemical expansion agents to fracture roofs. With the aim of fracturing corner roofs on deep working faces, in this study, the static fracturing technology was investigated through theoretical analysis, laboratory experiments, numerical calculations, and field pract...

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Main Authors: Feng Cui, Zhaoyuan Lei, Xiaoqiang Cheng, Xueming Wu, Pengfei Shan, Zhaohai Lv
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/5516326
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spelling doaj-b56dd12d1f8e4263bad644396c7f15bd2021-05-24T00:15:10ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84422021-01-01202110.1155/2021/5516326Mechanism and Application of Static Fracturing Technology on Deep Working FaceFeng Cui0Zhaoyuan Lei1Xiaoqiang Cheng2Xueming Wu3Pengfei Shan4Zhaohai Lv5Energy SchoolEnergy SchoolEnergy SchoolShaanxi Coal and Chemical Technology Institute Co. Ltd.Energy SchoolNingxia Mine of CHN Energy Investment Group Co. Ltd.Static fracturing technology uses chemical expansion agents to fracture roofs. With the aim of fracturing corner roofs on deep working faces, in this study, the static fracturing technology was investigated through theoretical analysis, laboratory experiments, numerical calculations, and field practice. The theoretical analysis and experiments demonstrated that the swelling force increased with a decrease in the fracturing hole spacing, and the optimal water-cement ratio was 0.33. Twelve groups of FLAC3D models were designed using SPSSAU. The results revealed that the optimal fracturing effect was achieved when the hole diameter was 60 mm, hole spacing was 40 cm, and hole depth was 6 m. The fracturing effect of hard corner roofs was monitored by peering into the borehole and evaluating the support resistance. Thus, it can be concluded that within the fracturing range, internal fissures in the rock stratum are developed and linked to each other. The support pressure was the highest, 7 h after grouting, with a value of approximately 26.1 MPa, and then decreased gradually to 17.58 MPa, indicating that the static fracturing technology attained the expected results.http://dx.doi.org/10.1155/2021/5516326
collection DOAJ
language English
format Article
sources DOAJ
author Feng Cui
Zhaoyuan Lei
Xiaoqiang Cheng
Xueming Wu
Pengfei Shan
Zhaohai Lv
spellingShingle Feng Cui
Zhaoyuan Lei
Xiaoqiang Cheng
Xueming Wu
Pengfei Shan
Zhaohai Lv
Mechanism and Application of Static Fracturing Technology on Deep Working Face
Advances in Materials Science and Engineering
author_facet Feng Cui
Zhaoyuan Lei
Xiaoqiang Cheng
Xueming Wu
Pengfei Shan
Zhaohai Lv
author_sort Feng Cui
title Mechanism and Application of Static Fracturing Technology on Deep Working Face
title_short Mechanism and Application of Static Fracturing Technology on Deep Working Face
title_full Mechanism and Application of Static Fracturing Technology on Deep Working Face
title_fullStr Mechanism and Application of Static Fracturing Technology on Deep Working Face
title_full_unstemmed Mechanism and Application of Static Fracturing Technology on Deep Working Face
title_sort mechanism and application of static fracturing technology on deep working face
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8442
publishDate 2021-01-01
description Static fracturing technology uses chemical expansion agents to fracture roofs. With the aim of fracturing corner roofs on deep working faces, in this study, the static fracturing technology was investigated through theoretical analysis, laboratory experiments, numerical calculations, and field practice. The theoretical analysis and experiments demonstrated that the swelling force increased with a decrease in the fracturing hole spacing, and the optimal water-cement ratio was 0.33. Twelve groups of FLAC3D models were designed using SPSSAU. The results revealed that the optimal fracturing effect was achieved when the hole diameter was 60 mm, hole spacing was 40 cm, and hole depth was 6 m. The fracturing effect of hard corner roofs was monitored by peering into the borehole and evaluating the support resistance. Thus, it can be concluded that within the fracturing range, internal fissures in the rock stratum are developed and linked to each other. The support pressure was the highest, 7 h after grouting, with a value of approximately 26.1 MPa, and then decreased gradually to 17.58 MPa, indicating that the static fracturing technology attained the expected results.
url http://dx.doi.org/10.1155/2021/5516326
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