Numerical investigation of energy dissipation when shear wave passing through interface in rock mass

Yueqiang Ma , Ying Li , Quan Gan , Sheng Zhi
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引用次数: 0

Abstract

The investigation of seismic wave propagation across discontinuous rock masses is of great importance for solving earthquake engineering problems. Although the parameters affecting the propagation of wave on the structural surface have been known to some extent, the influence of cohesion, inclination, and stiffness on the propagation of wave when passing through structural plane still needs further study. In the study of the incident wave simulation, we implemented FLAC3D to build the model with interface to measure the energy loss due to different parameters in the interface. The effect of cohesion, normal and shear stiffness, and dipping angle on characteristics of energy dissipation were investigated. Numerical results indicated that the cohesion as the adhesion of the material is playing an important role in energy dissipation. The normal and shear stiffness is not as obvious as what cohesion does, especially when they are at very low value. In addition, an increase in angle will bring about a decrease in the transmission coefficient and a decrease followed by an increase in the reflection coefficient.

剪切波通过岩体界面时能量耗散的数值研究
研究地震波在不连续岩体中的传播对解决地震工程问题具有重要意义。尽管影响波浪在结构表面传播的参数已经在一定程度上已知,但当波浪穿过结构平面时,内聚力、倾斜度和刚度对波浪传播的影响仍需进一步研究。在入射波模拟研究中,我们使用FLAC3D建立了具有界面的模型,以测量界面中不同参数引起的能量损失。研究了粘聚力、法向刚度和剪切刚度以及倾角对耗能特性的影响。数值结果表明,内聚力作为材料的粘附力,在能量耗散中起着重要作用。法向刚度和剪切刚度并不像内聚力那样明显,尤其是当它们处于非常低的值时。此外,角度的增加将导致透射系数的减小,并且在减小之后反射系数的增大。
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