Advances in Earthquake Geotechnical Engineering

A special issue of Geosciences (ISSN 2076-3263).

Deadline for manuscript submissions: closed (30 June 2023) | Viewed by 4655

Special Issue Editor


E-Mail Website
Guest Editor
Department of Civil Engineering and Architecture, University of Catania, 95131 Catania, Italy
Interests: seismic geotechnical hazard; ground response analysis; landslides induced by earthquakes; liquefaction; disaster management; environmental geotechnics and climate change
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Geotechnical earthquake engineering currently plays one of the most important roles among the disciplines of civil engineering. Following the 1964 Niigata and the 1999 Kocaeli and Duzce destructive earthquakes, the topic of geotechnical earthquake engineering has become of crucial importance. At the Opening Session of the International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, held in St. Louis in 1981, Professor Hudson said:

“I began to wonder if Geotechnical Earthquake Engineering is in fact any different from Earthquake Engineering. Even for the detailed problems of steel and concrete structural design, the importance of soil-structure interaction may be a critical matter. Geotechnical Engineering is indeed the foundation on which the whole subject is built.”

It is now widely recognized that geotechnical earthquake engineering is a multidisciplinary task covering structural engineering, seismology, geotechnical engineering, soil dynamics and microzonation disciplines. Performance-based design in geotechnical earthquake engineering has been developed mainly for new geotechnical systems designed to resist even severe earthquakes.

In this Special Issue, we offer the opportunity to present high-quality works regarding geotechnical earthquake engineering, considering the recent advances in performance-based design methodology, in damage evaluation due to local site amplification, in slope failure including landslide seismic hazard assessment and consequent risk mitigation, and in soil liquefaction phenomena.

We encourage submissions related, but not limited, to the seismic performance of buildings with shallow or pile foundations; to soil-structure interaction problems; to new developments on the performance-based analysis and design of buildings to resist earthquakes; and to displacement-based analysis for the seismic performance of retaining walls.

Contributions including case studies at local or regional scale, state-of-the-art reviews, and methodological papers are more than welcome.

Dr. Salvatore Grasso
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. Geosciences is an international peer-reviewed open access monthly 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 1800 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

  • ground motions
  • local site effects
  • seismic geotechnical hazards
  • landslides, liquefaction and lateral spreading
  • soil–structure interaction

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue polices can be found here.

Published Papers (2 papers)

Order results
Result details
Select all
Export citation of selected articles as:

Research

Jump to: Review

16 pages, 4506 KiB  
Article
Centrifuge Modelling of Vertical and Horizontal Drains to Mitigate Earthquake-Induced Liquefaction
by Daniela Giretti and Vincenzo Fioravante
Geosciences 2023, 13(6), 174; https://doi.org/10.3390/geosciences13060174 - 10 Jun 2023
Viewed by 1366
Abstract
This paper reports the results of dynamic centrifuge tests carried out on sandy models alternatively equipped with vertical or horizontal drains. The main aim of the experimentation was to investigate the use of horizontal drains to mitigate the liquefaction susceptibility of sandy deposits [...] Read more.
This paper reports the results of dynamic centrifuge tests carried out on sandy models alternatively equipped with vertical or horizontal drains. The main aim of the experimentation was to investigate the use of horizontal drains to mitigate the liquefaction susceptibility of sandy deposits and to validate their applicability as a remediation technique applicable in urban and industrial areas to protect existing buildings from liquefaction. The assessment and validation were carried out by comparing the seismic behavior of models treated with horizontal drains with that of the untreated model and models equipped with vertical drains. Full article
(This article belongs to the Special Issue Advances in Earthquake Geotechnical Engineering)
Show Figures

Figure 1

Review

Jump to: Research

14 pages, 3552 KiB  
Review
A Systematic Review of the Geotechnical and Structural Behaviors of Fiber-Reinforced Polymer Composite Piles
by Fadhil Al-Darraji, Monower Sadique, Tina Marolt Čebašek, Abhijit Ganguli, Zelong Yu and Khalid Hashim
Geosciences 2023, 13(3), 78; https://doi.org/10.3390/geosciences13030078 - 9 Mar 2023
Cited by 2 | Viewed by 2233
Abstract
Composite piles have emerged as a popular alternative to conventional piling materials for deep foundations and have gained significant traction as a specific type of pile due to their potential to mitigate durability issues often associated with standard piling materials. A new type [...] Read more.
Composite piles have emerged as a popular alternative to conventional piling materials for deep foundations and have gained significant traction as a specific type of pile due to their potential to mitigate durability issues often associated with standard piling materials. A new type of composite piles can improve structural behavior and extend service life. This research uses an inclusive review methodology to evaluate the geotechnical and structural behaviors of fiber-reinforced polymer (FRP) composite piles. Scopus was utilized to address the relevant keywords and state-of-the-art documents, and VSOviewer software was adopted to spot recurring patterns in the data using scientometric maps. Low-stiffness composite materials are a concern, according to the research work. Thus, researchers are working on confined concrete-filled FRP piles to improve the structural and geotechnical properties used in various load-bearing conditions. However, more research is required to comprehensively understand the behaviors of the studied types of composite piles. Indeed, there is a need for large-scale lab and field studies to determine how axial and lateral loads influence composite piles. This could help create guidelines for constructing the reviewed types of composite piles. Full article
(This article belongs to the Special Issue Advances in Earthquake Geotechnical Engineering)
Show Figures

Figure 1

Back to TopTop