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王春来, 侯晓琳, 李海涛, 张书江, 陶志刚. 单轴压缩砂岩细观裂纹动态演化特征试验研究[J]. 岩土工程学报, 2019, 41(11): 2120-2125. DOI: 10.11779/CJGE201911018
引用本文: 王春来, 侯晓琳, 李海涛, 张书江, 陶志刚. 单轴压缩砂岩细观裂纹动态演化特征试验研究[J]. 岩土工程学报, 2019, 41(11): 2120-2125. DOI: 10.11779/CJGE201911018
WANG Chun-lai, HOU Xiao-lin, LI Hai-tao, ZHANG Shu-jiang, TAO Zhi-gang. Experimental investigation on dynamic evolution characteristics of micro-cracks for sandstone samples under uniaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2120-2125. DOI: 10.11779/CJGE201911018
Citation: WANG Chun-lai, HOU Xiao-lin, LI Hai-tao, ZHANG Shu-jiang, TAO Zhi-gang. Experimental investigation on dynamic evolution characteristics of micro-cracks for sandstone samples under uniaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2120-2125. DOI: 10.11779/CJGE201911018

单轴压缩砂岩细观裂纹动态演化特征试验研究

Experimental investigation on dynamic evolution characteristics of micro-cracks for sandstone samples under uniaxial compression

  • 摘要: 岩石细观裂纹的动态演化特征作为岩石破坏的重要信息,其研究对于分析岩爆的孕育过程及预测岩石动力灾害发生有着重要意义。采用应力分析和声发射参数方法,研究了砂岩在单轴压缩条件下的细观裂纹的强度动态演化特征。试验结果表明,应力与砂岩细观裂纹扩展诱发声发射(AE)事件的强度特征有较好的阶段性变化规律,将峰前裂纹动态演化划分为三个阶段。进一步分析裂纹的类型特征,提出三阶段四维演化过程分析方法。细观裂纹多为张拉型,随着时间的增加,细观裂纹向剪切型裂纹转变,裂纹数量迅速增加,裂纹强度逐渐增大。提出将第三阶段AE事件出现的高强度、高RA、低AF特征作为砂岩破裂失稳的定性预警条件。通过矩张量反演对比分析了的细观裂纹数量和类型的动态演化。

     

    Abstract: The dynamic evolution characteristics of micro-cracks are the important information of rock failure for their significance in analyzing the failure process of rockburst and predicting the rock dynamic hazard. The uniaxial compression tests are conducted on sandstones, while their stress and the intensity characteristics of acoustic emission (AE) are analyzed to study the dynamic evolution process of crack. The results show that the stress variation and the intensity characteristics of AE events have a consistent segmented transformation pattern, which is used to divide the evolution process into three phases. A four-dimensional evolution method is proposed based on the further analysis of the characteristics of crack type. The micro-cracks are mostly tensile. With the increase of time, the micro-cracks change to shear-type cracks, the number of the cracks increases rapidly, and their intensity increases gradually. It is proposed that the AE events occurring with high intensity, high RA and low AF characteristics in the third phase are used as the qualitative prediction of rock failure. By comparing the inversion results of the moment tensors, the dynamic evolution characteristics of the micro-cracks are obtained.

     

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