Shallow three-dimensional shear wave velocity model for the Mexico City Basin

Clinton M Wood, Rendon M Rieth, Salman Rahimi, Mohammadyar Rahimi, Alejandro Rosado‐Fuentes, Juan M Mayoral, Daniel de la Rosa, F. Sánchez-Sesma, Hugo Cruz-Jiménez
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Abstract

In this study, a simplified shallow three-dimensional shear wave velocity (Vs) model is presented for the Mexico City Basin. To this end, previous studies were carefully reviewed to assemble a database of Vs and site period measurements for the region. The new site period measurements obtained at the western edge of the Basin were compared to the existing 2004 Complementary Technical Standards of Mexico site period nominal map, the Lermo et al. site period map, and Design Seismic Actions System (SASID) site period predictions. Each site period prediction method was shown to have differences with respect to the new measurements along the western edge of the Basin. However, there was no bias for the prediction methods with the Lermo et al. and SASID predictions, demonstrating less error between the measured values than the NTC predictions. To develop the three-dimensional Vs model, the shallow (top 60 m) subsurface was divided into five generalized soil layers. The site period was used as the only input for the three-dimensional Vs model to simplify and maximize the model’s applicability. The performance of the model was assessed by comparing the measured and predicted Vs profiles. Overall, the three-dimensional Vs model developed in this study is a valuable tool that can be used along with geophysical estimates of deeper structure for ground motion modeling and preliminary site response studies along with other benefits to the seismic resiliency of the region.
墨西哥城盆地浅层三维剪切波速度模型
本研究提出了墨西哥城盆地的简化浅层三维剪切波速度(Vs)模型。为此,对以前的研究进行了仔细审查,以收集该地区的 Vs 和站点周期测量数据。在盆地西部边缘获得的新场地周期测量结果与现有的 2004 年墨西哥场地周期名义补充技术标准图、Lermo 等人的场地周期图以及设计地震作用系统(SASID)的场地周期预测结果进行了比较。结果表明,每种场地周期预测方法都与盆地西部边缘的新测量结果存在差异。不过,Lermo 等人的预测方法和 SASID 预测方法没有偏差,表明测量值之间的误差小于 NTC 预测值。为了建立三维 Vs 模型,浅层(顶部 60 米)地下被划分为五个通用土层。为了简化和最大限度地提高模型的适用性,现场时期被用作三维 Vs 模型的唯一输入。通过比较测量和预测的 Vs 剖面,对模型的性能进行了评估。总之,本研究开发的三维 Vs 模型是一个宝贵的工具,可与深层结构的地球物理估算一起用于地震动建模和初步场地响应研究,并对该地区的抗震能力有其他益处。
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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