Experimental study on the control mechanism of 2G-NPR anchor cables in the anti-dip slope instability model

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-03-03 DOI:10.1007/s10064-025-04168-4
Kuiming Liu, Junzheng Zhao, Chun Zhu, Haibo Li, Yang Yang, Zhigang Tao
{"title":"Experimental study on the control mechanism of 2G-NPR anchor cables in the anti-dip slope instability model","authors":"Kuiming Liu,&nbsp;Junzheng Zhao,&nbsp;Chun Zhu,&nbsp;Haibo Li,&nbsp;Yang Yang,&nbsp;Zhigang Tao","doi":"10.1007/s10064-025-04168-4","DOIUrl":null,"url":null,"abstract":"<div><p>As national energy demand increases, mining activities are extending deeper, raising concerns over the instability of anti-dip slopes. NPR anchor cables, known for high strength and ductility, address the limitations of traditional cables and are more suitable for deep slope support. Using the slope failure at the Changshanhao Gold Mine as a reference, based on the similarity ratio theory, we conducted model tests using the “Engineering Disaster Model Testing System” to compare disaster prevention effect between 2G-NPR and traditional anchor cables. The experimental results indicate that 2G-NPR cable can effectively redistribute external loads, achieving a stable constant resistance of approximately 35.2 N and demonstrating excellent adaptability under complex conditions. A thorough analysis was conducted on the stress-strain, temperature, and displacement fields throughout the slope failure process. The evolution of the monitoring data was summarized, and the failure patterns under 2G-NPR and traditional anchor cable support were compared. The study revealed the failure mechanism of anti-dip slopes and the working principles of the 2G-NPR cable in landslide control. A comprehensive evaluation of the application effectiveness of 2G-NPR anchor cables in landslide hazard mitigation was conducted, providing insights and guidance for the use of NPR anchor cables in anti-dip slope control projects.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 4","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-03-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04168-4","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0

Abstract

As national energy demand increases, mining activities are extending deeper, raising concerns over the instability of anti-dip slopes. NPR anchor cables, known for high strength and ductility, address the limitations of traditional cables and are more suitable for deep slope support. Using the slope failure at the Changshanhao Gold Mine as a reference, based on the similarity ratio theory, we conducted model tests using the “Engineering Disaster Model Testing System” to compare disaster prevention effect between 2G-NPR and traditional anchor cables. The experimental results indicate that 2G-NPR cable can effectively redistribute external loads, achieving a stable constant resistance of approximately 35.2 N and demonstrating excellent adaptability under complex conditions. A thorough analysis was conducted on the stress-strain, temperature, and displacement fields throughout the slope failure process. The evolution of the monitoring data was summarized, and the failure patterns under 2G-NPR and traditional anchor cable support were compared. The study revealed the failure mechanism of anti-dip slopes and the working principles of the 2G-NPR cable in landslide control. A comprehensive evaluation of the application effectiveness of 2G-NPR anchor cables in landslide hazard mitigation was conducted, providing insights and guidance for the use of NPR anchor cables in anti-dip slope control projects.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
抗倾斜边坡失稳模型中2G-NPR锚索控制机理的试验研究
随着国家能源需求的增加,采矿活动向更深处延伸,这引起了人们对抗倾斜边坡不稳定的担忧。NPR锚索具有高强度和延展性,解决了传统锚索的局限性,更适合深边坡支护。以长山好金矿边坡破坏为参考,基于相似比理论,利用“工程灾害模型试验系统”进行模型试验,对比2G-NPR与传统锚索的防灾效果。实验结果表明,2G-NPR电缆可以有效地重新分配外部负载,实现约35.2 N的稳定恒阻,在复杂条件下具有良好的适应性。对边坡破坏过程中的应力应变场、温度场和位移场进行了深入分析。总结了监测数据的演变过程,对比了2G-NPR和传统锚索支护下的破坏模式。研究揭示了抗倾斜边坡的破坏机理和2G-NPR锚索在滑坡治理中的工作原理。对2G-NPR锚索在滑坡减灾中的应用效果进行了综合评价,为NPR锚索在抗倾斜边坡治理工程中的应用提供了见解和指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
期刊最新文献
Study on uniaxial compression characteristics and constitutive model of carbonaceous mudstone soil-rock mixture with rock block proportion and dry-wet cycle Monitoring and characteristics of formation and failure of a recurrent landslide dam: A case study of the Danan River landslide dam in Taitung, Taiwan Petrographic, physical and mechanical properties of serpentinite varieties from Ljeskovac locality, Croatia Effect of over-consolidation on damage softening behavior of expansive soil: an experimental and modeling study Estimation of soil suction from field measured water content
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1