Deterministic Spatial Interpolation of Shear Wave Velocity Profiles with a Case of Metro Manila, Philippines

Despite its potential danger, site amplification effects are often neglected in seismic hazard analysis. Appropriate amplification factors can be determined from shear wave velocity, but impracticality in in situ measurements leads to reliance on regional correlation with geotechnical parameters such as SPT N-value. Modified power law and logarithmic equations were derived from past correlation studies to determine Vs30 values for each borehole location in the City of Manila. Vs30 profiles were spatially interpolated using the inverse-distance weighted and thin-spline methods to approximate the variation in shear wave velocities and add more detail to the existing contour map for soil profile classification across Metro Manila. Statistical analysis of the interpolated models indicates percentage differences ranging from 0 to 10% with a normalized root mean square error of nearly 5%. Generated equations and geospatial models in the study may be used as a basis for a seismic microzonation model for Metro Manila, considering other geological and geophysical layers.

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Publication Details

Journal
Applied Sciences
Published
2025-08-31
DOI
https://doi.org/10.3390/app15179596
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

Deterministic Spatial Interpolation of Shear Wave Velocity Profiles with a Case of Metro Manila, Philippines

Jonathan R. Dungca, Joenel Galupino, Jomari Tan
Applied Sciences
Geotechnical Engineering and Underground Structures
article

Deterministic Spatial Interpolation of Shear Wave Velocity Profiles with a Case of Metro Manila, Philippines

Jonathan R. Dungca, Joenel Galupino, Jomari Tan
article en

Abstract

Despite its potential danger, site amplification effects are often neglected in seismic hazard analysis. Appropriate amplification factors can be determined from shear wave velocity, but impracticality in in situ measurements leads to reliance on regional correlation with geotechnical parameters such as SPT N-value. Modified power law and logarithmic equations were derived from past correlation studies to determine Vs30 values for each borehole location in the City of Manila. Vs30 profiles were spatially interpolated using the inverse-distance weighted and thin-spline methods to approximate the variation in shear wave velocities and add more detail to the existing contour map for soil profile classification across Metro Manila. Statistical analysis of the interpolated models indicates percentage differences ranging from 0 to 10% with a normalized root mean square error of nearly 5%. Generated equations and geospatial models in the study may be used as a basis for a seismic microzonation model for Metro Manila, considering other geological and geophysical layers.

Applied SciencesVol. 15(17)
De La Salle University (PH)
Openalex Percentile: Top 75%
Geotechnical Engineering and Underground Structures
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