Seismic Microzonation Analysis of the Anthropized Environment: Approaches and New Perspectives

A special issue of Geosciences (ISSN 2076-3263). This special issue belongs to the section "Geophysics".

Deadline for manuscript submissions: closed (30 July 2021) | Viewed by 13609

Special Issue Editors


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Guest Editor
Institute of Heritage Science ISPC, Italian National Research Council, Naples, Italy
Interests: regional geology; stratigraphy; basin modeling; geohazard assessment; seismic micro-zonation

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Guest Editor
Department of Biological, Geological and Environmental Sciences (DBGES), University of Catania, Catania, Italy
Interests: regional geology and geodynamics; tectonics; structural geology; active deformation; seismic micro-zonation

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Guest Editor
Institute of Heritage Science ISPC, Italian National Research Council, Napoli, Italy
Interests: applied geophysics; near-surface geophysics; seismic micro-zonation; geosource and archaeology-geophysics

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Guest Editor
Institute of Environmental Geology and Geoengineering IGAG, Italian National Research Council, Italy
Interests: applied geophysics; near-surface geophysics; hydrogeophysics; seismic micro-zoning; crustal geophysics

Special Issue Information

Dear Colleagues,

More than half of the world’s human population lives in urban and/or peri-urban areas, and about 65% of all supercities (total population 403 million) are currently exposed to seismic shaking and to the localized amplification and induced effects of earthquakes. Most urban sites have been in fact built on flat morphological areas, such as fluvial valley bottoms, alluvial and coastal plains, intramountain basins, and marine terraces, which often conceal a highly irregular bedrock paleotopography covered by poorly consolidated clastic sediments and soils of both continental and marine origin.

Detailed studies on local geological, geophysical, and geotechnical properties of urban sites are crucial to tackle the problem of local seismic hazards in anthropized environments. Seismic Microzonation Analysis (SMA) is a worldwide accepted tool (methodology) for detailing the knowledge of local key-factors, governing the site seismic response. SMA performs a reliable assessment of the seismic risk at an urban scale with a multidisciplinary approach where information of different nature is combined. SMA aims at subdividing the urban environments, subject to medium-high seismic hazard, into micro-zones producing distinctive ground amplification and/or seismic-induced effects due to their peculiar geological, geophysical, and geotechnical features.

SMA is based on extensive and very detailed geological and geophysical field surveys to reconstruct specific subsoil models, related to the different morpho-structural domains, with their main stratigraphic, structural, and morphological control-factors on ground motion modification. It recognizes that spectral acceleration values for sites within a seismic zone may vary according to the specific geological, geophysical, and geotechnical conditions and can induce seismo-gravitational phenomena such as liquefaction, landslides, over-compactions, and collapse cavities. SMA produces results such as technical documents and maps representing what is possible based on the local seismic hazard conditions.

In this respect, the scientific knowledge obtained from SMA plays an important role in seismic risk reduction, improving safety based on knowledge of local geological conditions and vulnerability levels and providing a valuable input to urban planning and “earthquake hazard reduction programmes” or to design buildings and infrastructure networks.

For this Special Issue in Geosciences, we encourage original contributions on a wide range of topics related to underground modeling and its calibration by geophysical surveys and studies on site-effects in coastal, marine, and lacustrine settings, in archaeological sites, old towns, and historical centers or onto infrastructure networks or critical sites (nuclear power plants, subways, bridges, elevated highways, sky trains, and dams) at urban and/or peri-urban scale using new methods and numerical tools (1D linear and nonlinear, 2D linear, equivalent-linear and non-linear, and 3D linear software).

This includes the following areas:

  • Local seismic hazard and earthquake-induced effect assessment in transitional areas along marine and lacustrine shorelines;
  • Land–energy–water infrastructures/critical sites vs. seismo-induced phenomena;
  • Seismic assessment for protection and safeguarding of old towns and cultural heritage;
  • Review of geological, geophysical, proximal/remote sensing, and engineering methods for seismic site characterization and new perspectives;
  • Experimental and numerical studies on seismic responses of complex sites (including basin and topographic effects) and advances in numerical/analytical modeling, including surface/subsurface topography;
  • Application of the macro-seismic approach in various aspects of seismic micro-zoning;
  • Studies and thematic maps of liquefaction, subsidence, land sliding zones, and the associated permanent ground displacements.

We particularly welcome experiences aimed at looking at recent advances in SMA and new perspectives in the development and application in complex environments such as coastal, marine, and lacustrine areas, highly populated volcanic fields or geological and/or structural complex configurations.

We look forward to receiving novel contributions to these research fields in this Special Issue.

Dr. Giuseppe Cavuoto
Prof. Dr. Stefano Catalano
Dr. Vincenzo Di Fiore
Dr. Roberto De Franco
Guest Editors

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Keywords

  • local seismic hazard
  • volcanic hazard
  • seismic micro-zonation
  • seismic liquefaction
  • seismic landslides
  • seismo-gravitational phenomena
  • topographic effect
  • cultural heritage
  • fluvial, lacustrine and marine seismic prone areas
  • planning of urban and peri-urban areas

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Published Papers (4 papers)

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Research

33 pages, 13070 KiB  
Article
Seismic Soil Characterization to Estimate Site Effects Induced by Near-Fault Earthquakes: The Case Study of Pizzoli (Central Italy) during the Mw 6.7 2 February 1703, Earthquake
by Anna Chiaradonna, Marco Spadi, Paola Monaco, Felicia Papasodaro and Marco Tallini
Geosciences 2022, 12(1), 2; https://doi.org/10.3390/geosciences12010002 - 21 Dec 2021
Cited by 2 | Viewed by 3590
Abstract
Many of the urban settlements in Central Italy are placed nearby active faults and, consequently, the ground motion evaluation and seismic site effects under near-fault earthquakes are noteworthy issues to be investigated. This paper presents the results of site investigations, the seismic site [...] Read more.
Many of the urban settlements in Central Italy are placed nearby active faults and, consequently, the ground motion evaluation and seismic site effects under near-fault earthquakes are noteworthy issues to be investigated. This paper presents the results of site investigations, the seismic site characterization, and the local seismic response for assessing the effects induced by the Mw 6.7 2 February 1703, near-fault earthquake at the Madonna delle Fornaci site (Pizzoli, Central Italy) in which notable ground failure phenomena were observed, as witnessed by several coeval sources. Even though recent papers described these phenomena, the geological characteristics of the site and the failure mechanism have never been assessed through in-situ investigations and numerical modeling. Within a project concerning the assessment of soil liquefaction potential and co-seismic ground failure, deep and shallow continuous core drilling, geophysical investigations and in-hole tests have been carried out. Subsequently, the geotechnical model has been defined and the numerical quantification of the different hypotheses of failure mechanisms has been evaluated. Analyses showed that liquefaction did not occur, and the excess pore water pressure induced by the shaking was not the source of the ground failure. Therefore, it was hypothesized that the sinkhole was likely caused by earthquake-induced gas eruption. Full article
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20 pages, 11437 KiB  
Article
Effects of Anthropic and Ambient Vibrations on Archaeological Sites: The Case of the Circus Maximus in Rome
by Luca Maria Puzzilli, Giovanni Bongiovanni, Paolo Clemente, Vincenzo Di Fiore and Vladimiro Verrubbi
Geosciences 2021, 11(11), 463; https://doi.org/10.3390/geosciences11110463 - 9 Nov 2021
Cited by 8 | Viewed by 2909
Abstract
The vibration effects on the Torre della Moletta and the ruins of the Circus Maximus in Rome are analyzed in the framework of a preservation effort of this archaeological area. Thanks to its exceptional size, the Circus hosts many social events with large [...] Read more.
The vibration effects on the Torre della Moletta and the ruins of the Circus Maximus in Rome are analyzed in the framework of a preservation effort of this archaeological area. Thanks to its exceptional size, the Circus hosts many social events with large audience (pop-music, opera concerts, sport celebrations, etc.) every year, thus taking the structures under high anthropic and environmental stress. Recordings were completed before, during, and after the concert of a famous band, on 7 September 2019. Data were analyzed, both in time and frequency domains. The experimental dynamic recordings were coupled with a surface waves test and single-station ambient vibration recordings, which were useful for the geotechnical characterization of the soil. The results pointed out the differences in amplitudes but also in terms of frequency content of the recorded velocities during the concert with respect to before and after it. The maximum velocities recorded at various locations were almost similar to the limit values suggested by codes. The dynamic behavior of the ground and the structures is influenced by the presence of buried structures. Full article
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21 pages, 6912 KiB  
Article
Regional Seismic Characterization of Shallow Subsoil of Northern Apulia (Southern Italy)
by Enrico Paolucci, Giuseppe Cavuoto, Giuseppe Cosentino, Monia Coltella, Maurizio Simionato, Gian Paolo Cavinato, Isabella Trulli and Dario Albarello
Geosciences 2021, 11(10), 416; https://doi.org/10.3390/geosciences11100416 - 6 Oct 2021
Cited by 2 | Viewed by 2042
Abstract
A first-order seismic characterization of Northern Apulia (Southern Italy) has been provided by considering geological information and outcomes of a low-cost geophysical survey. In particular, 403 single-station ambient vibration measurements (HVSR techniques) distributed within the main settlements of the area have been considered [...] Read more.
A first-order seismic characterization of Northern Apulia (Southern Italy) has been provided by considering geological information and outcomes of a low-cost geophysical survey. In particular, 403 single-station ambient vibration measurements (HVSR techniques) distributed within the main settlements of the area have been considered to extract representative patterns deduced by Principal Component Analysis. The joint interpretation of these pieces of information allows the identification of three main domains (Gargano Promontory, Bradanic Through and Southern Apennines Fold and Thrust Belt), each characterized by specific seismic resonance phenomena. In particular, the Bradanic Through is homogeneously characterized by low frequency (<1 Hz) resonance effects associated with relatively deep (>100 m) seismic impedance, which is contrasting corresponding to the buried Apulian carbonate platform and/or sandy horizons located within the Plio-Pleistocene deposits. In the remaining ones, relatively high frequency (>1 Hz) resonance phenomena are ubiquitous due to the presence of shallower impedance contrasts (<100 m), which do not always correspond to the top of the geological bedrock. These general indications may be useful for a preliminary regional characterization of seismic response in the study area, which can be helpful for an effective planning of more detailed studies targeted to engineering purposes. Full article
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22 pages, 12309 KiB  
Article
Assessment of Seismic Bedrock in Deep Alluvial Plains. Case Studies from the Emilia-Romagna Plain
by Luca Martelli
Geosciences 2021, 11(7), 297; https://doi.org/10.3390/geosciences11070297 - 18 Jul 2021
Cited by 4 | Viewed by 3346
Abstract
The estimation of seismic shaking is essential for a realistic assessment of the local seismic hazard and the implementation of effective strategies for prevention and mitigation of the seismic risk. One of the most important aspects in the analysis of the site seismic [...] Read more.
The estimation of seismic shaking is essential for a realistic assessment of the local seismic hazard and the implementation of effective strategies for prevention and mitigation of the seismic risk. One of the most important aspects in the analysis of the site seismic assessment is the recognition of the seismic bedrock and its depth. Unfortunately, these data are not always easy to evaluate, especially in areas where the thickness of loose or poorly consolidated sediments is high. This article illustrates data and case studies from the Emilia-Romagna sector of the Po Plain, in order to provide examples and suggestions for the recognition of the seismic bedrock in alluvial and coastal areas characterised by significant thicknesses of unconsolidated sediments, using available data and not expensive geophysical surveys. The application of the proposed method indicates that the study area can be divided into four domains characterized by different depths of the seismic bedrock: the marginal or pede-Apennine belt, the high structural zones, the syncline/minor anticline zones, and the Po delta-coast zone. Full article
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