SIMULATION OF VERTICAL SLIP FAULT EXPERIMENT BY DISCRETE ELEMENT METHOD

A. Hino, Y. Murono, Naoyuki Oshida, Kei Tsukioka, H. Taniyama
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Abstract

In the case of linear structures such as railway structures, it is inevitable to construct structures on faults or in the vicinity of faults, so it is necessary to take systematic countermeasures against fault displacement. Therefore, we are studying the development process of the shear zone around the railway structure and the interaction between the ground and the structure when the surface fault displacement acts on the structure by the discrete element method. In this paper, in order to confirm the applicability of the discrete element method, relatively large scale model experiments were conducted on vertical slip faults, and the test results were reproduced and analyzed using the individual element method. As a result, from the numerical analysis by the DEM, it was possible to reproduce the difference of the deformation situation of the ground surface due to the presence or absence of the railway structure. We could confirm the applicability of this method to slip fault. We plan to deepen the study on vertical slip fault using this method in the future.
用离散元法模拟垂直滑动断层实验
对于铁路构筑物等线性构筑物,在断层上或断层附近建设构筑物是不可避免的,因此有必要对断层位移采取系统的对策。因此,我们采用离散元法研究了当地表断层位移作用于结构时,铁路结构周围剪切带的发展过程以及地面与结构的相互作用。为了验证离散单元法的适用性,本文对垂直滑动断层进行了较大尺度的模型试验,并利用个体单元法对试验结果进行了再现和分析。因此,从DEM的数值分析中,可以重现由于有或没有铁路结构而导致的地表变形情况的差异。验证了该方法对滑动断层的适用性。我们计划今后利用该方法进一步深化对垂直滑动断层的研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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