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Earthquake Geotechnical Engineering: Implications and Sustainable Solutions for Infrastructures and the Environment

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 30 November 2025 | Viewed by 434

Special Issue Editors


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Guest Editor
Research Centre for Territory, Transports and Environment (CITTA), Department of Civil Engineering, University of Coimbra, 3030-788 Coimbra, Portugal
Interests: experimental characterization of conventional and unconventional geomaterials; including tailings and municipal solid waste; earthquake geotechnical engineering; static and cyclic liquefaction; soil structure interaction; instrumentation; laboratory testing; dynamic centrifuge and numerical modelling; risk & reliability; performance-based dynamic design observation and prediction of the behavior of tailings storage facilities; circular economy

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Guest Editor
ISISE, University of Coimbra, Coimbra, Portugal
Interests: predicted behaviour and numerical modelling of underground structures and deep excavations; fitness and development of soil constitutive models based on laboratory tests using optimization tools; numerical modelling of variability in soils and rocks; soil structure interaction; sustainability of geotechnical underground infrastructures;
Department of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, 10129 Turin, Italy
Interests: non-linear numerical analysis; structural reliability; existing structures; reinforced concrete; prestressed concrete; bridges; composite structures
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Special Issue Information

Dear Colleagues,

Geotechnical engineers continuously face new challenges in the design and management of structures and infrastructures prone to the destructive and long-lasting earthquake effects. In addition, the protection of the built and natural environment from earthquakes must now incorporate a sustainability perspective that affects different types of infrastructures that are critical for societal development, from increasingly larger transportation infrastructures to tailings and municipal solid waste storage facilities. Furthermore, modern design must also consider the natural environment protection and incorporate sustainable practices, through detailed geotechnical characterization and modelling and application of the concepts of performance-based design and circular economy.

Considering the pressing call for sustainable protection of the built and natural environment in seismically active regions, the Guest Editors welcome the valuable contribution of all of those working in relevant geotechnical topics, including the following:

  • Experimental characterization and numerical modelling of the dynamic behaviour of geotechnical materials, including unconventional geomaterials such as tailings, municipal solid waste, etc.
  • Monitoring and physical and numerical modelling of the behaviour of large infrastructures, including unconventional infrastructures such as tailing storage facilities and landfills, under the effects of dynamic loading.
  • Assessment and mitigation of the environmental impacts caused by earthquake and earthquake-related phenomena, including liquefaction, on different types of infrastructures.
  • Sustainable design solutions to mitigate earthquake effects applying the principles of performance-based design and circular economy.
  • Sustainable ground improvement to mitigate earthquake effects.

Dr. Paulo A.L.F. Coelho
Dr. António M.G. Pedro
Dr. Diego Gino
Guest Editors

Manuscript Submission Information

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Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • earthquake geotechnical engineering
  • liquefaction
  • environment
  • sustainability
  • performance-based design
  • unconventional geomaterials
  • circular economy

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Published Papers (1 paper)

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Research

13 pages, 4113 KiB  
Article
VS Profile Inversion in Heterogeneous Granular Soil Deposits: Implications for Structural Design in a Study Site (Italy)
by Ferdinando Totani
Appl. Sci. 2025, 15(9), 5032; https://doi.org/10.3390/app15095032 - 1 May 2025
Viewed by 132
Abstract
Many urbanised areas of the Apennines, in Italy, have complex soil stratifications. A typical example is the outskirts of the city of L’Aquila, which is founded on highly heterogeneous soil layers and was severely affected by a strong earthquake in 2009. In such [...] Read more.
Many urbanised areas of the Apennines, in Italy, have complex soil stratifications. A typical example is the outskirts of the city of L’Aquila, which is founded on highly heterogeneous soil layers and was severely affected by a strong earthquake in 2009. In such conditions, shear wave velocity profiles (VS) obtained from in situ tests such as the Seismic Dilatometer Marchetti Test (SDMT) provide reliable analyses of the local seismic response. This article presents the mono-dimensional (1D) and two-dimensional (2D) seismic response analyses conducted to characterise the soil foundation of the hospital complex and adjacent university buildings in L’Aquila before their seismic retrofitting. This study emphasises the importance of accurate soil characterisation prior to repair interventions, especially in deposits where there are VS inversions and in the presence of geometrically irregular and large structures. Under these conditions, estimating the motion amplitudes of the deposit’s higher modes beyond the fundamental level is essential in accurately characterising the seismic response, especially for buildings where higher structural modes play a significant role. The results show that approximating the VS profile with simplified procedures, as proposed by the Italian Building Code of 2018 (equivalent VS, similar to average), leads to incorrect estimates of seismic action. Full article
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