首页> 外文期刊>Journal of Asian earth sciences >Evolution of coseismic fault-related folds induced by the Chi-Chi earthquake: A case study of the Wufeng site, Central Taiwan by using 2D distinct element modeling
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Evolution of coseismic fault-related folds induced by the Chi-Chi earthquake: A case study of the Wufeng site, Central Taiwan by using 2D distinct element modeling

机译:集集地震引起的同震断层相关褶皱的演化:以台湾中部地区五峰遗址为例,采用二维离散元模拟

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摘要

Coseismic fault-propagation folds are generally associated with blind faults, which are of considerable academic interest and have recently been recognized as critical for assessing seismic hazards. The Wufeng excavation site was characterized by a major east-dipping basal thrust exhibiting a dip angle of 34° and 2 opposing vergent thrusts generated a pop-up anticlinal fold in soil cover induced by the 1999 Chi-Chi earthquake (M_w = 7.6). In order to represent the soft soil behavior, we set up a direct shear simulation test to obtain valid parameters for soil. A series of 2D distinct element models possessing different bonding types and strengths was conducted to determine the deformation pattern near the surface and the evolution of the fault tip propagation. The coseismic deformation features of soft and plastic soil cover like the mutative limb thickness, complex ruptures and the overturned forelimbs in small-scale caused by the propagation of the blind fault tip were accurately predicted by contact-bond model in which grains were allowed to rotate and slip without cements breaking. Our results show that the alternative thrusts and pop-up structure developed before the main basal thrust fault ruptured through the ground surface at the Wufeng excavation site. We evaluated the slipping distance of the main fault at approximately 6 m in Wufeng during the 1999 Chi-Chi earthquake.
机译:同震断层的传播褶皱通常与盲断有关,这在学术上引起了很大的兴趣,最近被认为对评估地震危险性至关重要。五峰开挖场的特征是东倾的主要基底推力呈34°倾角,并且有2个相反的垂直推力在1999年集集地震(M_w = 7.6)引起的土壤覆盖物中产生了突然的背斜褶皱。为了表示软土的行为,我们建立了直接剪切模拟测试以获得有效的土质参数。进行了一系列具有不同键合类型和强度的二维不同元素模型,以确定表面附近的变形模式和断层尖端传播的演化。通过允许颗粒旋转的接触粘结模型,准确地预测了软塑性土层的同震变形特征,如突变断肢厚度,复杂破裂和由盲断层尖端的传播引起的小规模前倾倾覆。和滑行而不会破坏水泥。我们的研究结果表明,在五峰开挖现场,在主要基础逆冲断层穿过地面破裂之前,出现了替代性逆冲和弹出结构。我们评估了1999年集集地震期间五峰地区约6 m的主要断层的滑动距离。

著录项

  • 来源
    《Journal of Asian earth sciences》 |2014年第ptaa期|130-143|共14页
  • 作者单位

    Department of Ceosciences, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC Department of Civil Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC;

    Department of Ceosciences, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC Department of Civil Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC;

    Department of Ceosciences, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC Department of Civil Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei 10617, Taiwan, ROC;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Chi-Chi earthquake; Fault-propagation folding; Coseismic deformation; Discrete element modeling;

    机译:集集地震;故障传播折叠;共震变形;离散元建模;

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