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Effect of micro-defects and macro-joints on stress wave propagation in rock mass

机译:微观缺陷和大节理对岩体应力波传播的影响

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The effects of discontinuities on stress wave propagation in a sedimentary rock mass is investigated. The discontinuities in the rock mass are divided into two groups. The primary discontinuity set is the one with relatively large or the same order spacing to the wavelength, known as “macro-joint”, while the secondary discontinuity set, characterized by high density and relatively small spacing to the wavelength, termed to be “micro-defect”. The sedimentary rock with micro-defects is modeled as an equivalent continuum. The effect of micro-defect on stress wave propagation is evaluated by a transient wave propagation method which is calibrated by longitudinal impact tests of a sedimentary rock bar using a pendulum. Measured stress waves show that the defected rock behaves visco-elastically under dynamic conditions. The effect of micro-defect on the viscoelastic response of rock is further investigated using the Numerical Manifold Method (NMM). Complex viscoelastic modulus of the sedimentary rock is obtained and the effect of micro-defect quantity, stiffness and length are discussed. The macro-joint in the rock mass is modeled explicitly as physical discontinuities.An Extended Displacement Discontinuity Method (EDDM) is introduced to investigate the effect of macro-joint on the wave propagation through viscoelastic rock mass. The transmission coefficient and reflection coefficient for the stress wave propagation across the macro-joint in the viscoelastic rock mass are analytically deduced. The results of a numerical example show that the overall mechanical response of the rock mass is viscoelastic, both the micro-defects and macro-joints have significant effects on the stress wave propagation through the rock mass, theNMMcan be used to analyze the effect of micro-defect on the wave propagation efficiently, and the approach using equivalent viscoelastic medium with explicit macro-joint can be used in the dynamic analysis of complex jointed rock mass.
机译:研究了不连续性对沉积岩体中应力波传播的影响。岩体中的不连续性分为两组。主要的不连续性集合是相对于波长具有相对较大或相同数量级间距的集合,称为“宏关节”,而次要的不连续性集合具有高密度且相对于波长的间距较小,称为“微小”。 -缺陷”。具有微缺陷的沉积岩被建模为等效连续体。通过瞬态波传播方法评估微缺陷对应力波传播的影响,该方法通过使用摆锤对沉积岩棒的纵向冲击试验进行了校准。测得的应力波表明,缺陷岩石在动态条件下表现出粘弹性。使用数值流形方法(NMM)进一步研究了微缺陷对岩石粘弹性响应的影响。得到了沉积岩的复粘弹性模量,并讨论了微缺陷数量,刚度和长度的影响。岩体中的宏观节被明确地建模为物理不连续性。引入扩展位移不连续性方法(EDDM)来研究宏观节对波浪通过粘弹性岩体传播的影响。推导了应力波在粘弹性岩体中通过宏节点的传播系数和反射系数。数值算例结果表明,岩体的整体力学响应是粘弹性的,微观缺陷和宏观节理对应力波在岩体中的传播都有显着影响,NMM可用于分析微观效应。缺陷有效地传播,并且可以使用等效的具有显式大节理的粘弹性介质的方法进行复杂节理岩体的动力分析。

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