采矿与安全工程学报
採礦與安全工程學報
채광여안전공정학보
JOURNAL OF MINING AND SAFETY ENGINEERING
2015年
1期
28-34,41
,共8页
吴贤振%刘建伟%刘祥鑫%赵奎%张艳博
吳賢振%劉建偉%劉祥鑫%趙奎%張豔博
오현진%류건위%류상흠%조규%장염박
应力%应变%破坏模式%振铃累计计数%损伤变量%本构模型
應力%應變%破壞模式%振鈴纍計計數%損傷變量%本構模型
응력%응변%파배모식%진령루계계수%손상변량%본구모형
stress%strain%failure model%accumulative ring-down count%damage variable%constitutive model
为探讨岩石不同破坏模式下声发射特征及其参数与应力、应变、损伤变量之间的关系,通过RMT-150C型测试系统及SAEU2S声发射系统对砂岩、变粒岩、花岗岩和石灰岩4类岩石单轴压缩下声发射特征进行实验研究。研究表明:在峰值应力之前,脆性破坏、脆-延性破坏模式的岩石声发射振铃累计计数均有剧烈增加的现象,延性破坏模式的岩石声发射振铃累计计数则是先激增而后有一段“平静期”,可作为岩石即将进入破坏阶段的前兆信息。以时间为中间变量,建立了脆性破坏、脆-延性破坏及延性破坏模式下岩石声发射振铃累计计数与应变的关系模型;基于威布尔分布岩石损伤本构模型,进一步推导出声发射振铃累计计数与损伤变量、应力的耦合关系。经实测数据与所建模型对比验证,延性破坏、脆性破坏模式本构模型精度较高,可为岩石损伤评估提供依据。
為探討巖石不同破壞模式下聲髮射特徵及其參數與應力、應變、損傷變量之間的關繫,通過RMT-150C型測試繫統及SAEU2S聲髮射繫統對砂巖、變粒巖、花崗巖和石灰巖4類巖石單軸壓縮下聲髮射特徵進行實驗研究。研究錶明:在峰值應力之前,脆性破壞、脆-延性破壞模式的巖石聲髮射振鈴纍計計數均有劇烈增加的現象,延性破壞模式的巖石聲髮射振鈴纍計計數則是先激增而後有一段“平靜期”,可作為巖石即將進入破壞階段的前兆信息。以時間為中間變量,建立瞭脆性破壞、脆-延性破壞及延性破壞模式下巖石聲髮射振鈴纍計計數與應變的關繫模型;基于威佈爾分佈巖石損傷本構模型,進一步推導齣聲髮射振鈴纍計計數與損傷變量、應力的耦閤關繫。經實測數據與所建模型對比驗證,延性破壞、脆性破壞模式本構模型精度較高,可為巖石損傷評估提供依據。
위탐토암석불동파배모식하성발사특정급기삼수여응력、응변、손상변량지간적관계,통과RMT-150C형측시계통급SAEU2S성발사계통대사암、변립암、화강암화석회암4류암석단축압축하성발사특정진행실험연구。연구표명:재봉치응력지전,취성파배、취-연성파배모식적암석성발사진령루계계수균유극렬증가적현상,연성파배모식적암석성발사진령루계계수칙시선격증이후유일단“평정기”,가작위암석즉장진입파배계단적전조신식。이시간위중간변량,건립료취성파배、취-연성파배급연성파배모식하암석성발사진령루계계수여응변적관계모형;기우위포이분포암석손상본구모형,진일보추도출성발사진령루계계수여손상변량、응력적우합관계。경실측수거여소건모형대비험증,연성파배、취성파배모식본구모형정도교고,가위암석손상평고제공의거。
In order to study the relationship between acoustic emission characteristic parameters and strain, stress and damage variable of rock under different failure models, the tests have been made to obtain the characteristics of acoustic emission of sandstone, leptynite, granite and limestone using hy-draulic-pressure servo testing system RMT-150C and acoustic emission instrument SAEU2S under the uniaxial compression. Results have shown that the cumulative acoustic emission ring-down count of rocks with brittle or brittle-ductile failure model increases sharply before the peak stress, while accumu-lative ring-down count of rock with ductile failure model surges before a quiet period, which can be considered as a precursor for entering failure phase. With time being intermediate variable, the relational <br> model between cumulative acoustic emission and strain generated from rock with brittle, brittle-ductile and ductile failure has been set up, and the coupled relation among cumulative acoustic emission, dam-age variable and stress has been deduced based on the Weibull distribution constitutive model. Proved by the test data, the precision of constitutive model with brittle, ductile failure is higher, which can pro-vide accurately the basis for rock damage assessment.