金属矿山
金屬礦山
금속광산
Metal Mine
2015年
10期
56-61
,共6页
纪洪广%陈波%孙利辉%宋朝阳%郭玉超%贾怀晓
紀洪廣%陳波%孫利輝%宋朝暘%郭玉超%賈懷曉
기홍엄%진파%손리휘%송조양%곽옥초%가부효
弱胶结砂岩%单轴加载%声发射%破坏模式%胶结延性阶段
弱膠結砂巖%單軸加載%聲髮射%破壞模式%膠結延性階段
약효결사암%단축가재%성발사%파배모식%효결연성계단
Weakly consolidated sandstone%Uniaxial loading%Acoustic emission%Destruction form%Cementation ductile phase
对红庆河煤矿弱胶结砂岩在单轴加载条件下破坏过程中的声发射特征进行研究,根据试验过程中所采集的力学参数和声发射信号参数,得到了全过程应力-应变、应力-时间-累计计数率、应力-时间-绝对能量率以及峰值前、后的应力-应变-累计计数率、应力-时间-绝对能量率曲线. 据所得应力-应变曲线将该类砂岩破坏分为2种形式:一种为传统4阶段岩石破坏形式,另一种为5阶段破坏形式. 5 阶段破坏模式在应变软化阶段后出现了应力不变,应变继续增大的胶结延性阶段. 对比2种破坏模式的声发射特征,峰值后的声发射现象较峰值前的均有量级的变化,抗压强度相近时,弹性模量小的试样产生更多的声发射现象,但产生的绝对能量属于同一量级. 累计计数率能够作为判断试样是否发生完全破坏的参数.
對紅慶河煤礦弱膠結砂巖在單軸加載條件下破壞過程中的聲髮射特徵進行研究,根據試驗過程中所採集的力學參數和聲髮射信號參數,得到瞭全過程應力-應變、應力-時間-纍計計數率、應力-時間-絕對能量率以及峰值前、後的應力-應變-纍計計數率、應力-時間-絕對能量率麯線. 據所得應力-應變麯線將該類砂巖破壞分為2種形式:一種為傳統4階段巖石破壞形式,另一種為5階段破壞形式. 5 階段破壞模式在應變軟化階段後齣現瞭應力不變,應變繼續增大的膠結延性階段. 對比2種破壞模式的聲髮射特徵,峰值後的聲髮射現象較峰值前的均有量級的變化,抗壓彊度相近時,彈性模量小的試樣產生更多的聲髮射現象,但產生的絕對能量屬于同一量級. 纍計計數率能夠作為判斷試樣是否髮生完全破壞的參數.
대홍경하매광약효결사암재단축가재조건하파배과정중적성발사특정진행연구,근거시험과정중소채집적역학삼수화성발사신호삼수,득도료전과정응력-응변、응력-시간-루계계수솔、응력-시간-절대능량솔이급봉치전、후적응력-응변-루계계수솔、응력-시간-절대능량솔곡선. 거소득응력-응변곡선장해류사암파배분위2충형식:일충위전통4계단암석파배형식,령일충위5계단파배형식. 5 계단파배모식재응변연화계단후출현료응력불변,응변계속증대적효결연성계단. 대비2충파배모식적성발사특정,봉치후적성발사현상교봉치전적균유량급적변화,항압강도상근시,탄성모량소적시양산생경다적성발사현상,단산생적절대능량속우동일량급. 루계계수솔능구작위판단시양시부발생완전파배적삼수.
By means of investigation on acoustic characteristics during the failure process of weakly consolidated sand-stone under uniaxial compression in Hongqinghe coal mine,and according to the mechanical parameters and acoustic emission signal collected from the tests,the curves of stress-strain,stress-time-cumulative count rate,stress-time-absolute energy rate, and the stress-strain-the cumulative count rate,stress-time-absolute energy rate before and after the peak value are drawn. Ac-cording to the stress-strain curves,the rock failure is divided into two types:one is the traditional four stages of rock failure mode;the other is the five stages of failure modes. The ductility stage with stable stress and increasing strain appears at five-stage failure mode after the strain softens. Compared with the acoustic emission characteristics between the two failure modes, the acoustic emission changes a lot after the peak. Under the same compressive strength,samples with less elastic modulus pro-duce more acoustic emission phenomena,but its absolute energy produced are the same. Cumulative count rate can be used to judge whether the samples are completely destructed.