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Investigating the effect of external forces on the displacement accuracy of discontinuous deformation analysis (DDA) method

机译:对外力对不连续变形分析(DDA)方法的位移精度的影响

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Blocks of different sizes are formed in a typical rock mass and affect its stability. The size difference in between the blocks consisting a rock mass is also important from the rock stability point of view. In this paper, the effects of external loading changes on the rock blocks displacements in the DDA method has been studied. The effects of external forces on the stability of the blocky rock mass not only depends on the magnitude of the applied forces but also depends on the dimensions of the blocks constituting the rock mass. In this research, an attempt has been made to examine the effects of centralized external forces on the stability of a blocky system via the definition of the External Force Index. The intensity of its effects on the displacement accuracy with respect to the time step length was analyzed and its relation with the analysis time is also investigated. It has been shown that accuracy of the displacement analysis of horizontal sliding block has an initial disturbance and is a function of the number of time steps, time interval and the EFI. In addition, the relation between the analysis time and EFI has also been studied.
机译:不同尺寸的块形成在典型的岩体中并影响其稳定性。组成的块之间的尺寸差异在岩石稳定性的角度来看也很重要。本文研究了DDA方法中岩石块位移对岩石块位移的影响。外力对块状岩体稳定性的影响不仅取决于所施加的力的大小,而且取决于构成岩体的块的尺寸。在本研究中,已经尝试通过外力指数的定义来检查集中式外力对集中式外力对块系统的稳定性的影响。分析了其对位移精度相对于时间步长的效果的强度,并研究了与分析时间的关系。已经表明,水平滑块的位移分析的准确性具有初始干扰,并且是时间步长,时间间隔和EFI的函数。此外,还研究了分析时间和EFI之间的关系。

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