Abstract

The simulation of broad-band (0.1 to 10 + Hz) ground-shaking over deep and spatially extended sedimentary basins at regional scales is challenging. We evaluate the ground-shaking of a potential M 6.5 earthquake in the southern Lower Rhine Embayment, one of the most important areas of earthquake recurrence north of the Alps, close to the city of Cologne in Germany. In a first step, information from geological investigations, seismic experiments and boreholes is combined for deriving a harmonized 3D velocity and attenuation model of the sedimentary layers. Three alternative approaches are then applied and compared to evaluate the impact of the sedimentary cover on ground-motion amplification. The first approach builds on existing response spectra ground-motion models whose amplification factors empirically take into account the influence of the sedimentary layers through a standard parameterization. In the second approach, site-specific 1D amplification functions are computed from the 3D basin model. Using a random vibration theory approach, we adjust the empirical response spectra predicted for soft rock conditions by local site amplification factors: amplifications and associated ground-motions are predicted both in the Fourier and in the response spectra domain. In the third approach, hybrid physics-based ground-motion simulations are used to predict time histories for soft rock conditions which are subsequently modified using the 1D site-specific amplification functions computed in method 2. For large distances and at short periods, the differences between the three approaches become less notable due to the significant attenuation of the sedimentary layers. At intermediate and long periods, generic empirical ground-motion models provide lower levels of amplification from sedimentary soils compared to methods taking into account site-specific 1D amplification functions. In the near-source region, hybrid physics-based ground-motions models illustrate the potentially large variability of ground-motion due to finite source effects.

Highlights

  • Quantifying the potential level of ground shaking for a given site or an area allows for an assessment of the level of preparedness and of the economic potential required for proper earthquake protection

  • Taking advantage of a large amount of geophysical data collected in the area of the LRE, by combining digitized and revised soil profiles, a 3D velocity and attenuation model for the southern part of the LRE has been generated serving as a basis for calculating sitespecific 1D SH amplification functions

  • Thereon, a scenario-based deterministic framework was adopted for quantifying the impact of deep and spatially extended basins on ground-motion amplification

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Summary

Introduction

Quantifying the potential level of ground shaking for a given site or an area allows for an assessment of the level of preparedness and of the economic potential required for proper earthquake protection This is especially true for many large agglomerations worldwide which are frequently located over extended and often deep sedimentary basins. The thickness of deep sedimentary basins and its impact at long period ground-motion are not considered appropriately by classical empirical models used in engineering seismology, with the notable exceptions of the recent NGA-West groundmotion models (Bozorgnia et al 2014) which incorporate a factor depending on the depth at which the S wave velocity is exceeding a given threshold value. This approach, is difficult to apply at regional scales due to the following reasons: (1) ground motion prediction equations (GMPEs) are well calibrated for soft rock (with vS30 up to 800 m/s) but not for harder rock, (2) vS30-κ adjustments (from soft to hard rock) are still not understood completely (κ represents the empirical high-frequency spectral decay of the acceleration spectra, Anderson and Hough 1984), (3) it is not clear which depth is necessary to reach the main impedance contrast and the true “bedrock” (i.e. a homogeneous half-space free of site effects), (4) 1D models are usually well calibrated only at shallow depths and (5) variations of ground-motion are influenced by the local 1D site conditions and by the 3D environment such as topography, bedrock slope as well as corresponding wave conversion effects at basin edges

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