首页|基于临界慢化理论干湿循环下砂岩失稳破坏前兆研究

基于临界慢化理论干湿循环下砂岩失稳破坏前兆研究

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地下水位波动和库水周期性变化导致岩体常处于干湿交替循环环境中。为探究干湿循环作用后引发的工程岩体失稳问题,开展不同次数干湿循环作用下砂岩单轴压缩试验,并对试样内、外部的声、热信号实时监测,基于临界慢化理论探寻声、热信号临界慢化特征及失稳破坏前兆。研究表明:随干湿循环次数增加,砂岩强度劣化效果明显且峰后延性表现增强;试样声发射能量和红外计数有明显的阶段特征,随干湿循环次数增加,声发射能量活动有逐渐提前趋势;声发射能量和红外计数的方差、自相关系数在试样失稳破坏前均有明显的前兆信息,就方差而言,红外计数失稳前兆响应时间提前于声发射,时间占比约为 86%;就自相关系数而言,声发射能量失稳前兆响应时间提前于红外计数,时间占比约为 78%。红外计数方差失稳破坏前兆信息较自相关系数异常跃升更明显清晰,且均出现在微裂纹贯通及新裂纹萌生的塑性变形阶段,故将红外计数方差作为判断砂岩失稳破坏的主要判断依据,声发射自相关系数作为次要判断依据。这一研究有助于揭示干湿循环下砂岩失稳破坏前兆信息,为矿山工程岩石突发性破坏失稳预警提供理论参考。
Study on Destabilization Damage Precursors of Sandstone under Dry and Wet Cycles Based on Critical Slowing Theory
The fluctuation of groundwater level and periodic changes in reservoir water cause the rock mass to be fre-quently exposed to alternating wet-dry cycles,leading to potential instability issues in engineering rock masses.To investigate the instability resulting from such wet-dry cycling,uniaxial compression tests on sandstone were conducted under varying num-bers of wet-dry cycles,with real-time monitoring of acoustic and thermal signals both internally and externally within the sam-ples.Based on critical slowing-down theory,the critical slowing-down characteristics of acoustic and thermal signals,as well as precursor signs of instability and failure,were explored.The study reveals that as the number of wet-dry cycles increases,the sandstone experiences significant strength degradation,accompanied by enhanced post-peak ductility.The acoustic emission en-ergy and infrared counts within the samples exhibit distinct stage characteristics,with the onset of acoustic emission energy ac-tivity tending to advance with each additional wet-dry cycle.Notably,both the variance and autocorrelation coefficient of acous-tic emission energy and infrared counts manifest clear precursor information prior to sample instability and failure.In terms of variance,the precursor response time for infrared counts precedes that of acoustic emission,accounting for approximately 86%of the total time.Conversely,for autocorrelation coefficient,the precursor response time for acoustic emission energy precedes infrared counts,accounting for around 78%of the time.The variance of infrared counts shows a more pronounced and distinct anomaly preceding failure,compared to the autocorrelation coefficient,occurring during the plastic deformation phase when mi-crocracks coalesce and new cracks initiate.Therefore,the variance of infrared counts is proposed as the primary indicator for i-dentifying sandstone instability and failure,while the autocorrelation coefficient of acoustic emission serves as a secondary crite-rion.This research contributes to elucidating the precursor signals of sandstone instability and failure under wet-dry cycling,providing a theoretical basis for early warning systems against sudden rock failures in mining engineering.

sandstonedry-wet cycleacoustic emissionthermal infraredcritical slowing theory

王创业、闫宇航、隋青瑞、朱黄金、郭宇、游茹

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内蒙古科技大学矿业与煤炭学院,内蒙古 包头 014010

内蒙古自治区矿业工程重点实验室,内蒙古 包头 014010

内蒙古自治区煤炭安全开采与利用工程技术研究中心,内蒙古 包头 014010

内蒙古煤炭绿色开采与绿色利用协同创新中心,内蒙古 包头 014010

西安科技大学能源学院,陕西 西安 710054

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砂岩 干湿循环 声发射 热红外 临界慢化理论

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(12)