红砂岩单轴压缩破坏特征与能量特性:含水率效应及其应用

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-14 DOI:10.1007/s10064-025-04085-6
Yong Luo, Jiancheng Huang, Xuefeng Si, Wuxing Wu, Shipeng Li
{"title":"红砂岩单轴压缩破坏特征与能量特性:含水率效应及其应用","authors":"Yong Luo,&nbsp;Jiancheng Huang,&nbsp;Xuefeng Si,&nbsp;Wuxing Wu,&nbsp;Shipeng Li","doi":"10.1007/s10064-025-04085-6","DOIUrl":null,"url":null,"abstract":"<div><p>To study the influence of water content (<i>w</i>) on the failure characteristics and energy properties of red sandstone, cylindrical specimens with varying <i>w</i> were prepared for uniaxial compression and single cyclic loading–unloading uniaxial compression tests. The effects of <i>w</i> on the mechanical properties, fractal dimension, failure intensity, energy properties, and acoustic emission (AE) of red sandstone were analyzed. The applicability of rockburst tendency indicators under different <i>w</i> conditions was examined, and the optimal <i>w</i> for preventing rockbursts was discussed. The findings indicate that water can weaken the strength and elasticity modulus of red sandstone. Water reduces the ultimate energy storage capacity while increasing energy storage efficiency. As the <i>w</i> increases, the fractal dimension of fragments, peak energy density, failure energy density, cumulative AE energy and count all decrease; the mean particle size increases, and these effects are significant at <i>w</i> ≤ 0.25<i>w</i><sub><i>s</i></sub>. The mean particle size decreases linearly with increasing peak elastic energy density. The rock fragmentation is primarily dependent on input energy; the more input energy, the more severe the rock fragmentation. The <i>PES</i> index can effectively characterize the rockburst proneness of red sandstone with different <i>w</i>. The optimal <i>w</i> to prevent rockburst is 0.25<i>w</i><sub><i>s</i></sub> achieved by injecting water for approximately 1.3 h. These results can provide theoretical guidance for the support design of caverns in water-bearing strata and disaster prevention in high-risk rockburst sections.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 1","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-01-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application\",\"authors\":\"Yong Luo,&nbsp;Jiancheng Huang,&nbsp;Xuefeng Si,&nbsp;Wuxing Wu,&nbsp;Shipeng Li\",\"doi\":\"10.1007/s10064-025-04085-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>To study the influence of water content (<i>w</i>) on the failure characteristics and energy properties of red sandstone, cylindrical specimens with varying <i>w</i> were prepared for uniaxial compression and single cyclic loading–unloading uniaxial compression tests. The effects of <i>w</i> on the mechanical properties, fractal dimension, failure intensity, energy properties, and acoustic emission (AE) of red sandstone were analyzed. The applicability of rockburst tendency indicators under different <i>w</i> conditions was examined, and the optimal <i>w</i> for preventing rockbursts was discussed. The findings indicate that water can weaken the strength and elasticity modulus of red sandstone. Water reduces the ultimate energy storage capacity while increasing energy storage efficiency. As the <i>w</i> increases, the fractal dimension of fragments, peak energy density, failure energy density, cumulative AE energy and count all decrease; the mean particle size increases, and these effects are significant at <i>w</i> ≤ 0.25<i>w</i><sub><i>s</i></sub>. The mean particle size decreases linearly with increasing peak elastic energy density. The rock fragmentation is primarily dependent on input energy; the more input energy, the more severe the rock fragmentation. The <i>PES</i> index can effectively characterize the rockburst proneness of red sandstone with different <i>w</i>. The optimal <i>w</i> to prevent rockburst is 0.25<i>w</i><sub><i>s</i></sub> achieved by injecting water for approximately 1.3 h. These results can provide theoretical guidance for the support design of caverns in water-bearing strata and disaster prevention in high-risk rockburst sections.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 1\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-01-14\",\"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/s10064-025-04085-6\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04085-6","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

摘要

为研究含水率(w)对红砂岩破坏特征和能量特性的影响,制备了不同w的圆柱形试样进行单轴压缩和单轴循环加卸载试验。分析了w对红砂岩力学性能、分形维数、破坏强度、能量特性和声发射(AE)的影响。考察了不同w条件下岩爆倾向指标的适用性,探讨了预防岩爆的最佳w。研究结果表明,水对红砂岩的强度和弹性模量有削弱作用。水降低了最终的储能容量,同时提高了储能效率。随着w的增大,碎片分形维数、峰值能量密度、破坏能量密度、累积声发射能量和计数均减小;平均粒径增大,且在w≤0.25ws时效果显著。平均粒径随峰值弹性能密度的增加而线性减小。岩石破碎主要依赖于输入能量;输入能量越大,岩石破碎程度越严重。PES指数可以有效表征不同w的红砂岩岩爆倾向性,通过注水约1.3 h可达到防止岩爆的最佳w值为0.25ws。研究结果可为含水地层溶洞支护设计和岩爆高危地段防灾提供理论指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application

To study the influence of water content (w) on the failure characteristics and energy properties of red sandstone, cylindrical specimens with varying w were prepared for uniaxial compression and single cyclic loading–unloading uniaxial compression tests. The effects of w on the mechanical properties, fractal dimension, failure intensity, energy properties, and acoustic emission (AE) of red sandstone were analyzed. The applicability of rockburst tendency indicators under different w conditions was examined, and the optimal w for preventing rockbursts was discussed. The findings indicate that water can weaken the strength and elasticity modulus of red sandstone. Water reduces the ultimate energy storage capacity while increasing energy storage efficiency. As the w increases, the fractal dimension of fragments, peak energy density, failure energy density, cumulative AE energy and count all decrease; the mean particle size increases, and these effects are significant at w ≤ 0.25ws. The mean particle size decreases linearly with increasing peak elastic energy density. The rock fragmentation is primarily dependent on input energy; the more input energy, the more severe the rock fragmentation. The PES index can effectively characterize the rockburst proneness of red sandstone with different w. The optimal w to prevent rockburst is 0.25ws achieved by injecting water for approximately 1.3 h. These results can provide theoretical guidance for the support design of caverns in water-bearing strata and disaster prevention in high-risk rockburst sections.

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
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
Influence of topography on the fragmentation and mobility of landslides Experimental investigation of the mechanical behaviour of sand-rubber-gravel mixtures Study on macroscopic and microscopic damage and evolution of coal rock based on acoustic emission time-varying characteristics Failure mechanism and mechanical analysis in horizontal bedded surrounding rock with high in-situ stress An experimental study on the characterization and durability of two building low-porous trachyte and gabbro
×
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:481959085
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