司凯, 崔振东, 郭保华, 彭增林, 韩伟歌, 张建勇. 2016: 带钻孔的致密砂岩试样在劈裂状态下的声发射特征. 工程地质学报, 24(s1): 1189-1195. DOI: 10.13544/j.cnki.jeg.2016.s1.173
    引用本文: 司凯, 崔振东, 郭保华, 彭增林, 韩伟歌, 张建勇. 2016: 带钻孔的致密砂岩试样在劈裂状态下的声发射特征. 工程地质学报, 24(s1): 1189-1195. DOI: 10.13544/j.cnki.jeg.2016.s1.173
    SI Kai, CUI Zhendong, GUO Baohua, PENG Zenglin, HAN Weige, ZHANG Jianyong. 2016: ACOUSTIC EMISSION CHARACTREISTICS OF TIGHT SANDSTONE WITH A BOREHOLE UNDER BRAZIL DISK SPLIT TEST. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1189-1195. DOI: 10.13544/j.cnki.jeg.2016.s1.173
    Citation: SI Kai, CUI Zhendong, GUO Baohua, PENG Zenglin, HAN Weige, ZHANG Jianyong. 2016: ACOUSTIC EMISSION CHARACTREISTICS OF TIGHT SANDSTONE WITH A BOREHOLE UNDER BRAZIL DISK SPLIT TEST. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1189-1195. DOI: 10.13544/j.cnki.jeg.2016.s1.173

    带钻孔的致密砂岩试样在劈裂状态下的声发射特征

    ACOUSTIC EMISSION CHARACTREISTICS OF TIGHT SANDSTONE WITH A BOREHOLE UNDER BRAZIL DISK SPLIT TEST

    • 摘要: 通过对鄂尔多斯盆地致密油气储层的致密砂岩试样进行巴西劈裂实验,获取了岩石破坏过程中的时间-载荷曲线,以及声发射定位事件累计数、声发射定位事件能量随时间的变化曲线,观察岩石破裂的整个过程,分析在岩石破坏过程中声发射特征随加载载荷大小变化的关系。对比了两种不同钻孔状态下岩石声发射之间的差异。研究结果表明,采用声发射特征参数表征岩石受力状态及破坏过程具有良好的效果;声发射事件的空白区与岩石本身的结构有关,当岩石宏观破裂处比较完整时,一般能监测到声发射事件的空白区,当岩石在宏观裂缝贯通处存在有明显的缺陷时,可能无法监测到声发射的空白区,根据此特征,可以根据岩石破裂过程中的声发射判断岩石的在裂纹贯通处的完整性。从声发射事件的频谱可以看出,岩石破裂过程中主要存在两种不同性质的声发射,即初始原有裂隙缺陷闭合所产生的和岩石单元破裂所产生的声发射,两者区别明显。

       

      Abstract: Through Brazilian experiment which we used tight sandstone rock samples from tight oil and gas reservoirs in Ordos Basin, the rock failure process of time-load curve, as well as the cumulative number of AE and AE energy rate curve over time was obtained. The relations between Acoustic Emission characteristics and load value was analyzedby observing the entire process of rock failure. The difference of rock Acoustic Emission between two different drilling state was compared. The results show that using AE characteristic parameter can represent the whole process of rock failure very well. The void space of AE event is closely related with rock formation.whenthe position of macro rupture is relatively complete, it is generally able to monitor the AE void space,when position of macro rupture is incomplete, the AE void space may not happen. According to the above features, we can judge the integrity of the crack at the position of macro crack coalescence. As can be seen from the spectrum of AE events, there are two main different types of AE in rock failure process, namely the original initial crack defect closure AE and rock fracture generated AE,the difference between the two is obvious.

       

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