Published December 2022 | Version Published
Journal Article

Kathmandu Basin as a local modulator of seismic waves: 2-D modelling of non-linear site response under obliquely incident waves

  • 1. ROR icon Université Côte d'Azur
  • 2. ROR icon California Institute of Technology
  • 3. ROR icon Université Gustave Eiffel

Abstract

The 2015 M_W 7.8 Gorkha, Nepal earthquake is the largest event to have struck the capital city of Kathmandu in recent times. One of its surprising features was the frequency content of the recorded ground motion, exhibiting a notable amplification at low frequencies (< 2 Hz) and a contrasting depletion at higher frequencies. The latter has been partially attributed to the damper behaviour of the Kathmandu basin. While such weak high-frequency ground motion helped avoiding severe damage in the city, the catastrophic outcomes of earlier earthquakes in the region attest to a contrasting role of the Kathmandu basin as a broad-band amplifier, in addition to possible source effects. Given the possibility of future strong events in the region, our main objective is to elucidate the seismic behaviour of the Kathmandu basin by focusing on site effects. We numerically model 2-D P–SV wave propagation in a broad frequency band (up to 10 Hz), incorporating the most recent data for the Kathmandu basin geometry, soil stratigraphy and geotechnical soil properties, and accounting for the non-linear effect of multidimensional soil plasticity on wave propagation. We find that: (1) the Kathmandu basin generally amplifies low frequency ground motion (< 2 Hz); (2) waves with large incidence angles relative to vertical can dramatically amplify the high frequency ground motion with respect to bedrock despite the damping effect of soil non-linearity and (3) the spatial distribution of peak ground motion amplitudes along the basin is highly sensitive to soil non-linearity and wave incidence (angle and direction), favouring larger values near the basin edges located closer to the source, as observed during the 2015 event. Our modelling approach and findings can support the ongoing resilience practices in Nepal and can guide future seismic hazard assessment studies for other sites that feature similar complexities in basin geometry, soil stratigraphy and dynamic soil behaviour.

Copyright and License

© 2022, © The Author(s) 2022. Published by Oxford University Press on behalf of The Royal Astronomical Society.

Acknowledgement

This work was supported by the French National Research Agency (ANR) through project FAULTS_R_GEMS (grant ANR-17-CE31-0008) and Investments-in-the-Future project UCAJEDI (grant ANR-15-IDEX-01). We acknowledge the comments of the Editor Víctor M. Cruz-Atienza, Kim Olsen and an anonymous reviewer that improved the quality of this manuscript.

Errata

A correction has been published: Geophysical Journal International, Volume 232, Issue 2, February 2023, Page 1470, https://doi.org/10.1093/gji/ggac425

Supplemental Material

ggac302_Supplemental_File - pdf file

Additional details

Identifiers

Eprint ID
117103
Resolver ID
CaltechAUTHORS:20220920-62768000

Related works

Describes
Journal Article: 10.1093/gji/ggac425 (DOI)
Is corrected by
Erratum: 10.1093/gji/ggac425 (DOI)

Funding

Agence Nationale pour la Recherche (ANR)
ANR-17-CE31-0008
Agence Nationale pour la Recherche (ANR)
ANR-15-IDEX-01

Dates

Available
2022-08-06
Published online

Caltech Custom Metadata

Caltech groups
Seismological Laboratory, Division of Engineering and Applied Science (EAS), Division of Geological and Planetary Sciences (GPS)
Publication Status
Published