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刘红岩. 考虑T应力的岩石压剪裂纹起裂机理[J]. 岩土工程学报, 2019, 41(7): 1296-1302. DOI: 10.11779/CJGE201907014
引用本文: 刘红岩. 考虑T应力的岩石压剪裂纹起裂机理[J]. 岩土工程学报, 2019, 41(7): 1296-1302. DOI: 10.11779/CJGE201907014
LIU Hong-yan. Initiation mechanism of cracks of rock in compression and shear considering T-stress[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1296-1302. DOI: 10.11779/CJGE201907014
Citation: LIU Hong-yan. Initiation mechanism of cracks of rock in compression and shear considering T-stress[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1296-1302. DOI: 10.11779/CJGE201907014

考虑T应力的岩石压剪裂纹起裂机理

Initiation mechanism of cracks of rock in compression and shear considering T-stress

  • 摘要: 传统断裂理论在研究岩石压剪裂纹起裂机理时,往往仅考虑裂纹尖端应力场Williams展开式中的r1/2奇异应力项,而忽略了非奇异应力项(T应力)的影响,造成理论预测值与试验结果不符。在对压剪应力下裂纹受力特征进行分析的基础上,将T应力引入传统断裂力学的最大周向应力准则,提出了考虑T应力的修正最大周向应力准则。同时考虑压剪应力下的裂纹应力传递特点,在上述准则中又引入裂纹面法向刚度及切向刚度等变形参数。最终建立了能够同时考虑岩石性质和裂纹几何参数(如裂纹倾角、长度等)、强度参数(裂纹面摩擦系数)及变形参数(裂纹面法向及切向刚度)的最大周向应力准则,更好地反映了岩石压剪裂纹起裂机理。算例表明由该方法计算得到的翼裂纹起裂角与试验结果吻合较好,同时通过参数敏感性分析发现裂纹尖端相对临界尺寸对翼裂纹起裂角的影响最大。

     

    Abstract: In the studies on the initiation mechanism of cracks of rock in compression and shear, the traditional fracture theory only considers the singular stress (r1/2 term) of the elastic stress state near a crack tip in the Williams’ series expression, and ignores the effects of the non-singular term (T-stress). It leads to the disagreement between the theoretical predictions and the experimental results. On the basis of analyzing the mechanical behaviors of cracks in compression and shear, the T-stress is introduced into the maximum tangential stress (MTS) criterion of the traditional fracture mechanics, and accordingly the revised MTS criterion is proposed by considering T-stress. Meanwhile, by considering the stress transfer of the cracks in compression and shear, the deformation parameters of cracks, e.g., the crack normal and shear stiffness, are also introduced into the original MTS criterion. Finally, the new MTS criterion is set up to simultaneously consider the properties of rock, the geometrical parameters of cracks (such as dip angle and length), the strength parameters (such as frictional coefficient of crack face), and the deformation parameters (such as crack normal and shear stiffness). Therefore, it can perfectly reflect the initiation mechanism of the cracks of rock in compression and shear. The example indicates that the initiation angle of wing crack obtained from the proposed method agrees well with that obtained from the tests, and it is also found through the sensitivity analysis for the parameters that the relative critical size at the crack tip has the most important influences on the initiation angle of wing crack.

     

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