复杂应力下裂隙砂岩破坏行为及前兆特征融合研究

Fusion analysis of failure behavior and precursor characteristics of fractured sandstone under complex stress

  • 摘要: 为探究裂隙岩石在不同应力条件下的破坏前兆特征,在立方体砂岩试件中预制裂隙,选择平行裂隙和共线裂隙两种构型,分别代表不同特征的岩石结构面。分别对预制裂隙砂岩采用侧压为0 MPa、5 MPa、10 MPa的双轴压缩试验,利用声发射和数字图像技术分别对岩石内部裂隙发育信息和岩石表面变形信息进行监测。借助声发射事件率函数和砂岩最大主应变场变化研究了砂岩的裂隙发育及破坏过程,结果显示砂岩呈现出渐进式破坏特征,破坏模式多是劈裂破坏占主导,并伴随压剪破坏,破坏形态多呈现出最大主应力方向的偏“I”型破坏,偶有呈现出“X”型破坏。为了表征试样的破坏前兆信息,引入了纵向应变场变异系数和纵向应变场标准差描述岩石破坏前的DIC前兆信息,借助声发射振铃计数描述岩石破坏前的AE前兆信息。借助熵权法,确定了AE前兆指标和DIC应变前兆指标的权重,得到了能反映岩石内部和表面信息的融合指标AD。结果表明,融合指标可以很好的描述岩石的破坏前兆特征,相较于声发射和DIC,其不仅保留了声发射振铃计数预报时间早的优点,而且前兆特征更加明显。

     

    Abstract: To investigate the precursor characteristics of fractured rocks under different stress conditions, cracks were prefabricated in cubic sandstone specimens, and two forms of parallel cracks and collinear cracks were made to represent different rock structural planes. Biaxial compression tests were conducted on prefabricated fractured sandstone under lateral pressures of 0 MPa, 5 MPa, and 10 MPa, respectively. Acoustic emission technology and digital imaging technology were used to monitor the development of internal fractures and surface deformation of the rock. By using the acoustic emission event rate function and the maximum principal strain field variation of sandstone, the development and failure process of rock fractures were studied, and the results showed that sandstone exhibited a progressive failure characteristic. The failure mode is mostly dominated by splitting failure, accompanied by compression shear failure, and the failure mode often presents a skewed "I" shape in the direction of the maximum principal stress, occasionally showing an "X" shape. The confining pressure has a "reinforcing" effect on the strength of the rock, and as the confining pressure increases, the "reinforcing" effect becomes more obvious, but at the same time, the stepwise trend of progressive rock failure decreases. At the same time, there is a strong correlation between the acoustic emission event rate function and the variation of the principal strain field on the rock surface, and their joint analysis can effectively characterize the failure process of rocks. In the compaction stage, the acoustic emission event rate is at an extremely low level. During the elastic and plastic stages, the acoustic emission event rate gradually increases and remains at a high level. The main strain field shows a trend of localization. In the failure stage, a localized band of the main strain field is formed, and the acoustic emission event rate gradually fluctuates violently. Along with the rapid development of rock fractures, the acoustic emission event rate suddenly increases. In order to characterize the precursor information of the sample, the coefficient of variation of the longitudinal strain field and the standard deviation of the longitudinal strain field were introduced to describe the precursor information of the digital image before rock failure, and the acoustic emission precursor information before rock failure was described using acoustic emission ring count. By using the entropy weight method, the weights of the acoustic emission precursor index and the digital image strain precursor index were determined, and a fusion index AD that can reflect the internal and surface information of the rock was obtained. The results show that the fusion index can well describe the precursor characteristics of rock failure. The fusion index has similar precursor warning time and acoustic emission warning time, and is earlier than the longitudinal displacement field variation standard deviation and coefficient of variation. In terms of the presentation characteristics of precursor characteristics, it is more obvious than the longitudinal displacement field variation coefficient, longitudinal displacement field variation standard deviation, and acoustic emission ringing count.

     

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