Estimation of Shear Wave Velocity (Vs30) Using the Monte Carlo HVSR Inversion Method on the North Coast of Bengkulu, Indonesia

Assessing seismic site conditions through the time-averaged shear-wave velocity of the upper 30 meters (Vs₃₀) is fundamental for understanding local geological response and supporting seismic microzonation. This study investigates the subsurface characteristics of the Ketahun region, North Bengkulu, by integrating the Horizontal-to-Vertical Spectral Ratio (HVSR) method with Monte Carlo inversion to obtain a robust estimation of Vs₃₀. A total of 29 microtremor measurement stations were deployed using a three-component seismometer, and ambient vibration data were processed with Geopsy to derive dominant frequency (f₀) and site amplification (A₀). These parameters served as key constraints in the inversion procedure to construct shear-wave velocity profiles. The inversion results yield Vs₃₀ values ranging from 257 to 1220 m/s, indicating substantial lateral heterogeneity driven by variations in sediment thickness and bedrock depth. Lower Vs₃₀ values characterize coastal alluvial deposits, whereas higher values are found in the eastern–northern hilly terrain dominated by shallow bedrock. A comparative assessment with the global USGS topographic-slope-based Vs₃₀ model reveals systematic discrepancies, with the USGS proxy consistently underestimating Vs₃₀ in hard-rock domains. Statistical evaluation confirms that the differences between both datasets are significant, underscoring the superior representativeness of HVSR-based inversion for local-scale site characterization, particularly in geologically complex environments. Overall, the findings demonstrate the effectiveness of the HVSR Monte Carlo approach in resolving near-surface velocity structures and highlight its importance for seismic hazard assessment, microzonation efforts, and regional planning in North Bengkulu. The resulting Vs₃₀ distribution provides a valuable foundation for future geotechnical validation and for the integration of complementary subsurface investigation methods.

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Publication Details

Journal
Journal of the Civil Engineering Forum
Published
2026-10-27
DOI
https://doi.org/10.22146/jcef.26693
Primary Topic
Seismic Waves and Analysis
Type
article
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article

Estimation of Shear Wave Velocity (Vs30) Using the Monte Carlo HVSR Inversion Method on the North Coast of Bengkulu, Indonesia

Erlan Sumanjaya, Darmawan Ikhlas Fadli, Refrizon, Budi Harlianto et al.
2 links
Journal of the Civil Engineering Forum
Seismic Waves and Analysis
article

Estimation of Shear Wave Velocity (Vs30) Using the Monte Carlo HVSR Inversion Method on the North Coast of Bengkulu, Indonesia

Erlan Sumanjaya, Darmawan Ikhlas Fadli, Refrizon, Budi Harlianto, Gita Panny Nababan, Muhammad Arib Alwansyah
article en

Abstract

Assessing seismic site conditions through the time-averaged shear-wave velocity of the upper 30 meters (Vs₃₀) is fundamental for understanding local geological response and supporting seismic microzonation. This study investigates the subsurface characteristics of the Ketahun region, North Bengkulu, by integrating the Horizontal-to-Vertical Spectral Ratio (HVSR) method with Monte Carlo inversion to obtain a robust estimation of Vs₃₀. A total of 29 microtremor measurement stations were deployed using a three-component seismometer, and ambient vibration data were processed with Geopsy to derive dominant frequency (f₀) and site amplification (A₀). These parameters served as key constraints in the inversion procedure to construct shear-wave velocity profiles. The inversion results yield Vs₃₀ values ranging from 257 to 1220 m/s, indicating substantial lateral heterogeneity driven by variations in sediment thickness and bedrock depth. Lower Vs₃₀ values characterize coastal alluvial deposits, whereas higher values are found in the eastern–northern hilly terrain dominated by shallow bedrock. A comparative assessment with the global USGS topographic-slope-based Vs₃₀ model reveals systematic discrepancies, with the USGS proxy consistently underestimating Vs₃₀ in hard-rock domains. Statistical evaluation confirms that the differences between both datasets are significant, underscoring the superior representativeness of HVSR-based inversion for local-scale site characterization, particularly in geologically complex environments. Overall, the findings demonstrate the effectiveness of the HVSR Monte Carlo approach in resolving near-surface velocity structures and highlight its importance for seismic hazard assessment, microzonation efforts, and regional planning in North Bengkulu. The resulting Vs₃₀ distribution provides a valuable foundation for future geotechnical validation and for the integration of complementary subsurface investigation methods.

Journal of the Civil Engineering Forum
Lampung University (ID), State University of Jakarta (ID), University of Bengkulu (ID)
Universitas Bengkulu, U.S. Geological Survey
Sustainable cities and communities
Openalex Percentile: Top 18%
Seismic Waves and Analysis
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