检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:李元辉[1,2] 刘建坡[1] 赵兴东[1] 杨宇江[1]
机构地区:[1]东北大学资源与土木工程学院,沈阳110004 [2]中国科学院岩土力学重点试验室,武汉430071
出 处:《岩土力学》2009年第9期2559-2563,2574,共6页Rock and Soil Mechanics
基 金:中国科学院岩土力学重点试验室开放基金(No.Z110607);国家高技术研究发展计划项目(No.2007AA06Z107);教育部新世纪优秀人才支持计划(No.NCET-07-0163);国家科技支撑计划项目(No.2008BAB34B02)
摘 要:应用声发射及其定位技术,通过单轴受压岩石破坏声发射试验,对岩石破裂过程中的声发射b值和空间分布分形维值随不同应力水平的变化趋势进行了研究。研究结果表明:声发射分形维值D和b值反映了岩石破坏过程中微裂纹的初始和扩展;在小尺度微裂纹所占比例较高的加载初期,分形维值和b值在较高的水平波动变化,部分岩石试件分形维值和b值呈现升高现象;随着载荷的增加,岩石内部微裂纹的空间分布由无序向有序转变,大尺度裂纹所占比例增加,声发射定位事件出现群集现象,分形维值和b值开始较快速下降并在岩石失稳破坏时达到最低值。在岩石破坏过程中,声发射分形维值和b值的变化趋势相近。由于实际应用时,分形维值和b值的最小值(临界点)难以确定,故可将2个参数相结合,以分形维值D和b值较快速下降作为前兆特征,以提高现场岩体稳定性监测的准确性。Acoustic emission (AE) experiments of rock failure are carried out under uniaxial compression loading with AE location technique. Relationships between different stress levels with spatial distribution fractal dimension and b-value of AE events are studied. The results show that fractal dimension D and b-value of AE events can directly reflect the evolutionary process of microcracks initiation and propagation. In the initial stage of loading, on account of high proportion of small scale microcracks, the value of fractal dimension and b-value are higher and appear fluctuating, and in some rock samples they are increasing. With the increase of load, the distribution of microcrack turns from random to order, large scale microcrack are increasing, acoustic emission location events begin to cluster, fractal dimension and b-value begin to drop much quickly. The ffactal dimension and b-value reach to the minimum value at the critical point of rock failure. During rock failure process, variable tendencies of fractal dimension and b-value are similar. Although it is difficult to confirm the minimum value of fractal dimension and b-value in practical application, continually declining of the two parameters can be seen as precursors of rock failure. Consequently, ffactal dimension and b-value can be combined used to improve the accuracy of rock mass monitoring and forecasting in-situ.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222