块系岩体中摆型波传播特性研究现状与展望

Review and prospects of propagation characteristics of pendulum-type waves in blocky rock masses

  • 摘要: 岩体具有复杂的层次结构,无论在静态还是动态条件下岩体的变形主要集中于软弱结构层处,这就为岩块的整体平动和旋转提供了可能,从而可能诱发与传统地震波完全不同的新型非线性变位波,即摆型波(包括纵向摆型波和横向摆型波)和旋转波。摆型波具有低频、低速、大振幅和高能(主要指动能)的特征,会导致岩体在软弱层处发生超强挤压和超低摩擦现象,容易使巷道结构发生整体失稳和侧向滑移从而诱发冲击地压灾害。目前,摆型波研究已取得许多成果,并逐渐在工程中得到应用,但仍有许多问题有待解决。因此,有必要对块系岩体中的摆型波现象进行系统回顾和总结。首先,对与摆型波现象有关的国内外研究成果进行了系统总结,对摆型波的发现、验证、现场试验、室内试验、理论建模以及应用等进行了简要阐述;其次,简要介绍了团队近年来在摆型波领域的研究成果:通过理论分析和试验研究,对一维和二维块系岩体中摆型波传播规律及其典型特征开展深入研究,并确定岩体层次结构对块系岩体中摆型波传播的影响;进一步,对摆型波理论在巷道防冲支护中的应用进行分析,揭示了摆型波低频低速特征的力学机理、岩块旋转机理以及摆型波的致灾机制等;最后,对块系岩体中摆型波的未来研究重点和发展趋势进行了展望,可为相关研究者提供参考。

     

    Abstract: Rock masses have complex hierarchical structures, and the deformation of rock masses under both static and dynamic conditions is primarily concentrated at weak structural layers, which provides the possibility for the whole translation and rotation of rock blocks, and may induce a new type of nonlinear-alternating displacement waves that are completely different from traditional seismic waves, namely the pendulum-type waves (including longitudinal and transverse pendulum-type waves) and rotational waves. Pendulum-type waves have the characteristics of low frequency, low velocity, large amplitude and high energy, which can cause strong compression and anomalously low friction effect in weak layers of rock masses, and may lead to overall instability and lateral sliding of the roadway structure, thereby inducing the rockburst disasters. At present, the study of pendulum-type waves has obtained many achievements and is gradually being applied in engineering, but there are still many problems to be solved. Therefore, it is necessary to systematically review and summarize the pendulum-type wave phenomenon in blocky rock masses. Firstly, a systematic summary of domestic and foreign research achievements related to the pendulum-type waves is conducted, and the discovery, verification, on-site tests, laboratory tests, theoretical modeling and application of pendulum-type waves are briefly described. Secondly, the research achievements of the author's team in the field of pendulum-type waves in recent years are briefly introduced. Through theoretical analysis and experimental research, the propagation laws and typical characteristics of pendulum-type waves in 1D and 2D blocky rock masses have been thoroughly studied, and the influence of hierarchical structures on pendulum-type wave propagation in blocky rock masses is determined. Furthermore, the application of pendulum-type wave theory in anti-impact support of roadway is analyzed, and the mechanism of low-frequency and low-velocity characteristics, rock rotation and the disaster induced by pendulum-type waves are revealed. Finally, the future research focus and development trend of pendulum-type waves in blocky rock masses are prospected, which can provide reference for related researchers.

     

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