强动压扰动下巷道大变形控制机理的地质力学模型试验研究

Qi Wang , Yuncai Wang , Bei Jiang , Zhenhua Jiang , Haojie Xue
{"title":"强动压扰动下巷道大变形控制机理的地质力学模型试验研究","authors":"Qi Wang ,&nbsp;Yuncai Wang ,&nbsp;Bei Jiang ,&nbsp;Zhenhua Jiang ,&nbsp;Haojie Xue","doi":"10.1016/j.ghm.2023.06.002","DOIUrl":null,"url":null,"abstract":"<div><p>Comprehensive mechanized top-coal caving mining is one of the efficient mining methods in coal mines. However, the goaf formed by comprehensive mechanized top-coal caving mining is high, and the goaf roof collapse will cause strong dynamic pressure disturbance, especially the collapse of thick hard roof. Strong dynamic pressure disturbance has an influence on the stability of the roadway, which can lead to large deformation. In order to solve the above problem, a comprehensive pressure releasing and constant resistance energy absorbing control method is proposed. Comprehensive pressure releasing can change the roadway roof structure and cut off the stress transfer between goaf and roadway, which can improve the stress environment of the roadway. The constant resistance energy absorbing (CREA) anchor cable can absorb the energy of surrounding rock deformation and resist the impact load of gangue collapse, so as to ensure the stability of roadway disturbed by strong dynamic pressure. A three-dimensional geomechanics model test is carried out, based on the roadway disturbed by strong dynamic pressure of the extra-large coal mine in western China, to verify the control effect of the new control method. The stress and displacement evolution laws of the roadway with traditional control method and new control method are analyzed. The pressure releasing and energy absorbing control mechanism of the new control method is clarified. The geomechanics model test results show that the new control method can increase the range of low stress zone by 150% and reduce the average stress and the displacement by 34.7% and 67.8% respectively, compared with the traditional control method. The filed application results show that the new control method can reduce the roadway surrounding rock displacement by 67.4% compared with the traditional control method. It shows that the new control method can effectively control the displacement of the roadway disturbed by strong dynamic pressure and ensure that the roadway meets the safety requirements. On this basis, the engineering suggestions for large deformation control of this kind of roadway are put forward. The new control method can provide a control idea for the roadway disturbed by strong dynamic pressure.</p></div>","PeriodicalId":100580,"journal":{"name":"Geohazard Mechanics","volume":"1 2","pages":"Pages 140-152"},"PeriodicalIF":0.0000,"publicationDate":"2023-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Geomechanics model test research on large deformation control mechanism of roadway disturbed by strong dynamic pressure\",\"authors\":\"Qi Wang ,&nbsp;Yuncai Wang ,&nbsp;Bei Jiang ,&nbsp;Zhenhua Jiang ,&nbsp;Haojie Xue\",\"doi\":\"10.1016/j.ghm.2023.06.002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Comprehensive mechanized top-coal caving mining is one of the efficient mining methods in coal mines. However, the goaf formed by comprehensive mechanized top-coal caving mining is high, and the goaf roof collapse will cause strong dynamic pressure disturbance, especially the collapse of thick hard roof. Strong dynamic pressure disturbance has an influence on the stability of the roadway, which can lead to large deformation. In order to solve the above problem, a comprehensive pressure releasing and constant resistance energy absorbing control method is proposed. Comprehensive pressure releasing can change the roadway roof structure and cut off the stress transfer between goaf and roadway, which can improve the stress environment of the roadway. The constant resistance energy absorbing (CREA) anchor cable can absorb the energy of surrounding rock deformation and resist the impact load of gangue collapse, so as to ensure the stability of roadway disturbed by strong dynamic pressure. A three-dimensional geomechanics model test is carried out, based on the roadway disturbed by strong dynamic pressure of the extra-large coal mine in western China, to verify the control effect of the new control method. The stress and displacement evolution laws of the roadway with traditional control method and new control method are analyzed. The pressure releasing and energy absorbing control mechanism of the new control method is clarified. The geomechanics model test results show that the new control method can increase the range of low stress zone by 150% and reduce the average stress and the displacement by 34.7% and 67.8% respectively, compared with the traditional control method. The filed application results show that the new control method can reduce the roadway surrounding rock displacement by 67.4% compared with the traditional control method. It shows that the new control method can effectively control the displacement of the roadway disturbed by strong dynamic pressure and ensure that the roadway meets the safety requirements. On this basis, the engineering suggestions for large deformation control of this kind of roadway are put forward. The new control method can provide a control idea for the roadway disturbed by strong dynamic pressure.</p></div>\",\"PeriodicalId\":100580,\"journal\":{\"name\":\"Geohazard Mechanics\",\"volume\":\"1 2\",\"pages\":\"Pages 140-152\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geohazard Mechanics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2949741823000249\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geohazard Mechanics","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2949741823000249","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

综放综采是一种高效的煤矿开采方法。而综放综采形成的采空区高度高,采空区顶板垮落会产生较强的动压扰动,尤其是厚硬顶板垮落。强烈的动压扰动会影响巷道的稳定性,导致巷道产生较大的变形。为解决上述问题,提出了一种综合放压恒阻吸能控制方法。综合泄压可以改变巷道顶板结构,切断采空区与巷道之间的应力传递,改善巷道应力环境。恒阻吸能(CREA)锚索能够吸收围岩变形能量,抵抗矸石坍塌冲击荷载,从而保证巷道在强动压扰动下的稳定性。以西部某特大型煤矿强动压扰动巷道为例,进行了三维地质力学模型试验,验证了新控制方法的控制效果。分析了传统控制方法和新型控制方法下巷道的应力和位移演化规律。阐明了新控制方法的泄压吸能控制机理。地质力学模型试验结果表明,与传统控制方法相比,新控制方法可将低应力区范围扩大150%,将平均应力和位移分别减小34.7%和67.8%。现场应用结果表明,与传统控制方法相比,新控制方法可使巷道围岩位移减小67.4%。结果表明,该控制方法能有效控制强动压扰动巷道的位移,保证巷道满足安全要求。在此基础上,提出了此类巷道大变形控制的工程建议。该控制方法可为强动压扰动巷道提供一种控制思路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geomechanics model test research on large deformation control mechanism of roadway disturbed by strong dynamic pressure

Comprehensive mechanized top-coal caving mining is one of the efficient mining methods in coal mines. However, the goaf formed by comprehensive mechanized top-coal caving mining is high, and the goaf roof collapse will cause strong dynamic pressure disturbance, especially the collapse of thick hard roof. Strong dynamic pressure disturbance has an influence on the stability of the roadway, which can lead to large deformation. In order to solve the above problem, a comprehensive pressure releasing and constant resistance energy absorbing control method is proposed. Comprehensive pressure releasing can change the roadway roof structure and cut off the stress transfer between goaf and roadway, which can improve the stress environment of the roadway. The constant resistance energy absorbing (CREA) anchor cable can absorb the energy of surrounding rock deformation and resist the impact load of gangue collapse, so as to ensure the stability of roadway disturbed by strong dynamic pressure. A three-dimensional geomechanics model test is carried out, based on the roadway disturbed by strong dynamic pressure of the extra-large coal mine in western China, to verify the control effect of the new control method. The stress and displacement evolution laws of the roadway with traditional control method and new control method are analyzed. The pressure releasing and energy absorbing control mechanism of the new control method is clarified. The geomechanics model test results show that the new control method can increase the range of low stress zone by 150% and reduce the average stress and the displacement by 34.7% and 67.8% respectively, compared with the traditional control method. The filed application results show that the new control method can reduce the roadway surrounding rock displacement by 67.4% compared with the traditional control method. It shows that the new control method can effectively control the displacement of the roadway disturbed by strong dynamic pressure and ensure that the roadway meets the safety requirements. On this basis, the engineering suggestions for large deformation control of this kind of roadway are put forward. The new control method can provide a control idea for the roadway disturbed by strong dynamic pressure.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信