Embankment vibration characteristics using ground motion records and ambient noise measurements, Briones Dam, California


ILGAÇ M., Athanasopoulos-Zekkos A., Nweke C. C., Ktenidou O., Peterson K., Kayen R. E.

Soils and Foundations, vol.65, no.4, 2025 (SCI-Expanded, Scopus) identifier identifier

  • Publication Type: Article / Article
  • Volume: 65 Issue: 4
  • Publication Date: 2025
  • Doi Number: 10.1016/j.sandf.2025.101664
  • Journal Name: Soils and Foundations
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus, CAB Abstracts, Compendex, ICONDA Bibliographic, INSPEC, DIALNET
  • Keywords: Dynamic response, Earth dam, Earthquake, Earthquake based horizontal-to-vertical spectral ratio (eHVSR), Fundamental frequency, Microtremor, Microtremor based horizontal-to-vertical spectral ratio (mHVSR), Standard Spectral Ratio (SSR)
  • Yıldız Technical University Affiliated: Yes

Abstract

Investigating the seismic response of earth embankment dams is crucial for assessing the safety of existing dams and guiding new design procedures. The dam fundamental frequency (f0) is a critical parameter in the dynamic response of dams and can be evaluated using seismic recordings through Horizontal-to-Vertical Spectral Ratio (HVSR) and Standard Spectral Ratio (SSR) methods. This study focuses on assessing the vibration characteristics of Briones Dam, a 78 m-tall earth embankment dam located in the Bay Area in Northern California. First, earthquake-based Horizontal-to-Vertical Spectral Ratio (eHVSR) was estimated by dividing the horizontal records by the vertical components, and the SSR was determined by comparing crest recordings with those from the abutment. Additionally, a field test program was conducted to collect ambient noise measurements at Briones Dam, allowing for the calculation of microtremor-based HVSR. The fundamental frequency was estimated using three empirical methods: mHVSR (0.7–1 Hz), eHVSR (0.9–1.1 Hz), and SSR (1.2 Hz). The median fundamental frequency of the dam is estimated to be approximately 1 Hz at the center of the dam crest. The slight variations among these three methods suggest the need for further investigations that consider the geological and geotechnical conditions of the dam.