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Development of shallow seismic landslide potential map based on Newmark’s displacement: the case study of Chi-Chi earthquake, Taiwan

机译:基于纽马克位移的浅层地震滑坡潜势图开发-以台湾集集地震为例

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摘要

With the development of the geographic information system (GIS), the analysis of regional slope stability under seismic loading has evolved rapidly in recent years. In many studies, the Newmark’s method is used for the computation of displacements triggered by an earthquake on a single slope, while for regional analysis, the infinite slope theory is frequently used due to its simplicity when large amount of computations are required. In this research, the infinite slope theory was examined considering various seismic conditions, material properties, and slope geometry to verify the suitability of the method when applied to regional analysis and development of potential shallow landslide maps. The landslide cases induced by Chi-Chi earthquake in central Taiwan were used in this study for verification. It was found that the infinite slope theory is valid for regional analysis when used with discretion. Based on the calculated Newmark’s displacement and combining the GIS technique, procedures for the potential map development are established in this study.
机译:随着地理信息系统(GIS)的发展,近年来地震荷载作用下区域边坡稳定性的分析发展迅速。在许多研究中,纽马克方法用于计算地震在单个斜坡上触发的位移,而在区域分析中,由于需要大量计算的简单性,无穷斜率理论由于其简单性而经常被使用。在这项研究中,考虑了各种地震条件,材料特性和边坡几何形状,研究了无限边坡理论,以验证该方法在应用于潜在浅层滑坡图的区域分析和开发时的适用性。本研究以台湾中部地区集集地震引发的滑坡为例进行验证。发现无限斜率理论在谨慎使用时对于区域分析是有效的。在计算得出的纽马克位移的基础上,结合GIS技术,建立了潜在地图开发程序。

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