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Recent Developments in Geotechnical Earthquake Engineering and Soil Dynamics

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

Deadline for manuscript submissions: closed (30 October 2023) | Viewed by 2166

Special Issue Editor


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Guest Editor
Department of Civil and Industrial Engineering, University of Pisa, 56122 Pisa, Italy
Interests: soil dynamics; experimental soil mechanics; in situ geotechnical testing; earthworks QC/QA; earthquake geotechnical engineering
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Areas relevant to Geotechnical Earthquake Engineering and Soil Dynamics mainly include the assessment of seismic action in terms of time histories or response spectra, as well as the evaluation of seismic-induced soil failures such as liquefaction of cohesionless deposits or co-seismic/post-seismic landslides and the assessment of kinematic actions on piles. The laboratory and in situ characterization of soil deposits is extremely important in relation to the above topics.

This Special Issue will publish high-quality original papers on the following topics:

  • Probabilistic/deterministic assessment of seismic hazard and data from monitoring seismic array;
  • Seismic response analyses: numerical computations vs. data from monitoring seismic array;
  • Assessment of liquefaction risk: new tools and approaches;
  • Seismic-induced kinematic actions on piles and piled rafts (numerical analyses and observations);
  • Review and comparison of simplified approaches for the assessment of seismic risk;
  • Seismic-induced landslides (case studies);
  • New laboratory testing for soil dynamics characteristics (stiffness, damping, strength).

Dr. Diego Lo Presti
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

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

  • seismic hazard
  • seismic response analysis of soil deposits
  • liquefaction potential
  • transversely loaded piles and piled rafts
  • seismic code prescriptions
  • seismic-induced landslides
  • seismic monitoring
  • laboratory and in situ testing

Published Papers (1 paper)

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Research

18 pages, 13891 KiB  
Article
Determination of Empirical Correlations between Shear Wave Velocity and Penetration Resistance in the Canakkale Residential Area (Turkey)
by Mehmet Celal Tunusluoglu
Appl. Sci. 2023, 13(17), 9913; https://doi.org/10.3390/app13179913 - 1 Sep 2023
Cited by 1 | Viewed by 1594
Abstract
One of the most important parameters used to determine the dynamic properties of soil layers is the shear wave velocity. In geotechnical earthquake engineering, the shear wave velocity is used to determine the shear modulus, which provides the input parameters for the design [...] Read more.
One of the most important parameters used to determine the dynamic properties of soil layers is the shear wave velocity. In geotechnical earthquake engineering, the shear wave velocity is used to determine the shear modulus, which provides the input parameters for the design of earthquake-resistant structures. Although there are measurement methods used in field studies to determine the shear wave velocity, they may not be economical in some cases. In this study, the empirical correlations between the shear wave velocity and penetration resistance in sandy soils were investigated with the use of geotechnical and geoseismic data obtained within the scope of microzonation studies performed in the Canakkale residential area. The results of the study were compared with correlations obtained from previous studies, and the equation we produced showed a good ability to predict the shear wave velocity. In addition, it was determined that standard penetration resistance, without energy correction, provided a better correlation coefficient. Full article
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