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HVSR analysis of pumice sands for sediment depth characterization: A case study for Guadalajara, Mexico

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Abstract

The horizontal to vertical spectral ratio (HVSR) methodology is used here to characterize pumice soils and to image the three-dimensional surface geometry of Guadalajara, Mexico. Similar to other Latin American cities, Guadalajara is exposed to high seismic risk, with the particularity of being the largest urban settlement in Latin America built on pumice soils. Methodology has not yet been tested to characterize subsoil depths in pumice sands. Due to the questionable use of traditional geotechnical tests for the analysis of pumice soils, HVSR provides an alternative for its characterization without altering its fragile and porous structure. In this work, resonance frequency (F0) and peak amplitude (A0) are used to constrain the depth of the major impedance contrast that represents the interface between bedrock and pumice soil. Results were compared with borehole depths and other available geotechnical and geophysical data and show good agreement. One of the profiles estimated on the riverbanks that cross the city, reveals different subsoil thickness that could have an impact on different site responses on riverine areas to an eventual earthquake. Government and academic efforts are combined in this work to characterize depth sediments, an important parameter that impacts the regulations for construction in the city.

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Acknowledgment

This research was supported by the Consejo Nacional de Ciencia y Tecnología of Mexico (CONACyT) under Grant No. 1000473. This work was developed in collaboration with the Cuerpo Academico UDG-CA-941 Ciencias de la Tierra–Peligros Naturales of the Universidad de Guadalajara. The Unidad Estatal de Protección Civil y Bomberos del Gobierno del Estado, Jalisco supported fieldwork. The authors thank Araceli Zamora-Camacho, Víctor H. Márquez, Gilberto J. Sánchez, Gabriel R. Alfaro for fieldwork and coordination in the logistics, and Dr. Carlos Isidro Huerta Lopez for advice and guidance in the instrumental experiment. Finally, the authors thank the anonymous reviewers for their valuable comments and contribution to improve this manuscript.

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Authors and Affiliations

  1. Departamento de Ciencias Exactas, Centro Universitario de la Costa, Universidad de Guadalajara, CP. 48280, Puerto Vallarta, Jalisco, México

    M. Hafid Salgado & Christian R. Escudero

  2. Departamento de Ciencias Computacionales, Centro Universitario de Ciencias Exactas e Ingeniería, Universidad de Guadalajara, Boulevard Marcelino García Barragán # 1421, CP. 44430, Guadalajara, Jalisco, México

    Alejandro Ramírez-Gaytan

  3. Departamento del Hábitat y Desarrollo Urbano, Instituto Tecnológico y de Estudios Superiores de Occidente (ITESO), CP. 45604, Tlaquepaque, México

    Adolfo Preciado

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  1. M. Hafid Salgado
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  2. Alejandro Ramírez-Gaytan
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  3. Adolfo Preciado
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  4. Christian R. Escudero
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Correspondence to Alejandro Ramírez-Gaytan.

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Supported by: Consejo Nacional de Ciencia y Tecnología of Mexico (CONACyT) under Grant No. 1000473

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Salgado, M.H., Ramírez-Gaytan, A., Preciado, A. et al. HVSR analysis of pumice sands for sediment depth characterization: A case study for Guadalajara, Mexico. Earthq. Eng. Eng. Vib. 23, 577–591 (2024). https://doi.org/10.1007/s11803-024-2258-4

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