Abstract

To conduct practical evaluations of the long-period ground motions (period of 4 to 8 s) in a laterally inhomogeneous large sedimentary basin, we constructed a three-dimensional (3D) sedimentary velocity structure model for the northern Kanto Basin in Japan using a simple velocity gradient function, where strong lateral variations of seismic velocities in the sediments were expected. The model construction employs waveform analysis and geophysical data from vertical seismic profiling and microtremor surveys in the target region. To validate the velocity structure model, we conducted large-scale 3D finite-difference method simulations of the long-period ground motions for two shallow moderate earthquakes: the northern Tochigi earthquake and the northern Ibaraki earthquake. The simulation results for both earthquakes accurately reproduced the observed long-period ground motions in terms of arrival times, amplitudes, and durations of surface waves. By detailed comparisons of the seismograms for observational and simulated data, we demonstrated that the lateral variation of the seismic velocities in the sediments determines the characteristics of the surface wave propagation in the northern Kanto Basin. Such analyses can provide a better understanding of the complex propagation characteristics of surface waves in laterally inhomogeneous, large sedimentary basins.

Highlights

  • Long-period ground motions with dominant periods of several to 10 s are observed frequently during shallow local and/or regional earthquakes, especially in large sedimentary basins (e.g., Beck and Hall 1986; Shin and Teng 2001; Koketsu et al 2005)

  • Local structure from vertical seismic profile (VSP) measurements Yoshimoto and Takemura (2014a) proposed a simple sedimentary velocity structure model of the Kanto Basin using VSP measurements at 14 deep boreholes (Yamamizu 1996, 2004). They reported that the 3D finite-difference method (FDM) simulations using this model were able to successfully reproduce the observed Love waves at seismic station SIT003 (K-NET Kuki; red triangle in Figure 1) in the northern Kanto Basin

  • We proposed a new 3D velocity structure model for the evaluation of the long-period ground motions in the northern Kanto Basin, it may not be acceptable for short-period (

Read more

Summary

Introduction

Long-period ground motions with dominant periods of several to 10 s are observed frequently during shallow local and/or regional earthquakes, especially in large sedimentary basins (e.g., Beck and Hall 1986; Shin and Teng 2001; Koketsu et al 2005). The dominant period of the long-period ground motions observed in the Kanto Basin tends to be approximately 7 s for shallow moderate-to-large earthquakes (e.g., Miyake and Koketsu 2005; Furumura and Hayakawa 2007; Furumura et al 2011), which is strongly controlled by the velocity structure at depths of less than 2 km (e.g., Yoshimoto and Takemura 2014b). The nature of the surface wave propagation reported by these studies is very complex, and current data imply that there is strong lateral inhomogeneity in the sedimentary structure of the Kanto Basin

Methods
Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call