Topic Editors

1. National Institute of Standards and Technology (NIST), Gaithersburg, MD, USA
2. College of Computer, Mathematical and Natural Sciences, University of Maryland, College Park, MD, USA
3. Department of Civil, Environment, and Architectural Engineering, University of Colorado, Boulder, CO, USA
Dr. Sissy Nikolaou
Earthquake Engineering Group, National Institute of Standards and Technology (NIST), Gaithersburg, MD, USA

Disaster Risk Management and Resilience

Abstract submission deadline
31 May 2026
Manuscript submission deadline
31 July 2026
Viewed by
746

Topic Information

Dear Colleagues,

As the global population grows and natural disasters occur more frequently, the risks faced by communities worldwide continue to escalate. To mitigate the devastating impacts of these hazards, efforts have increasingly shifted towards designing, constructing, and retrofitting buildings as well as infrastructure that are not only more robust individually but also better integrated collectively. Emphasizing faster recovery, regional functionality, and the interdependence of systems is critical to achieving resilience at the community level. Achieving this goal is no small task, particularly when it must also align with broader societal priorities such as sustainability and the reduction in environmental and resource footprints. The interplay between these objectives presents both challenges and opportunities for innovation.

The aim of this topic series, “Disaster Risk Management and Resilience”, is to bring together expertise from structural, geotechnical, and hydraulic engineering, along with advanced approaches to sustainable resilience and risk modeling for natural hazards. We invite high-quality, original research articles that present cutting-edge techniques and methods at the intersection of sustainability, resilience, risk analysis, and disaster management. Topics of interest include, but are not limited to, structures and infrastructure subjected to a variety of natural hazards, such as earthquakes, fires, floods, windstorms, hurricanes, and the effects of aging. We welcome both theoretical and applied research of a high technical standard from diverse disciplines. The goal is to foster cross-disciplinary awareness and the application of innovative techniques as well as methods. Submissions may include original research articles as well as review papers that focus on sustainability and demonstrate potential for practical impacts. Topics of interest include, but are not limited to, the following:

  • Risk and resilience of buildings and lifeline infrastructure systems.
  • Social and economic considerations in the design of resilient systems.
  • Retrofit solutions and energy efficiency upgrades.
  • Sustainable and resilient buildings and infrastructural networks.
  • Functional recovery design and planning for the built environment.
  • Uncertainty quantification in the assessment of structures.
  • Compound natural hazards towards risk mitigation.
  • Artificial intelligence to tackle risk and resilience problems.

We look forward to receiving your contributions.

Dr. Mohammad Amin Hariri-Ardebili
Dr. Sissy Nikolaou
Topic Editors

Keywords

  • sustainability
  • disaster management
  • resilience
  • network recovery
  • natural hazards
  • risk assessment
  • fragility models
  • earthquake
  • hurricane
  • fire
  • climate
  • artificial intelligence
  • safety
  • uncertainty quantification

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Buildings
buildings
3.1 3.4 2011 15.3 Days CHF 2600 Submit
Climate
climate
3.0 5.5 2013 19.7 Days CHF 1800 Submit
Fire
fire
3.0 3.1 2018 16.5 Days CHF 2400 Submit
Sustainability
sustainability
3.3 6.8 2009 19.7 Days CHF 2400 Submit
Water
water
3.0 5.8 2009 17.5 Days CHF 2600 Submit
Infrastructures
infrastructures
2.7 5.2 2016 17.8 Days CHF 1800 Submit

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Published Papers (1 paper)

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19 pages, 16814 KiB  
Article
Research on Vertical Bearing Characteristics of Single Pile in Complex Interactive Karst Area
by Xinquan Wang, Chen Liu, Haibo Hu, Yongle Tian, Haitao Chen and Jun Hong
Buildings 2025, 15(9), 1530; https://doi.org/10.3390/buildings15091530 - 2 May 2025
Viewed by 230
Abstract
This study investigates the vertical bearing characteristics of single-pile foundations in complex karst areas, focusing on the influence of underlying cavities, eccentric cavities, and beaded cavities. Using both indoor model tests and numerical simulations with ABAQUS/CAE 2020, the load–settlement behavior, pile axial force, [...] Read more.
This study investigates the vertical bearing characteristics of single-pile foundations in complex karst areas, focusing on the influence of underlying cavities, eccentric cavities, and beaded cavities. Using both indoor model tests and numerical simulations with ABAQUS/CAE 2020, the load–settlement behavior, pile axial force, and side friction distribution under these conditions are explored. The results reveal that the presence of eccentric cavities (eccentricity 2.5 d) significantly enhances the ultimate bearing capacity by 53% compared to concentric cavities. In contrast, beaded cavities reduce the bearing capacity by 12% due to increased pile instability and larger settlements. The study also examines the effects of backfilling on the bearing characteristics, finding that backfilling underlying cavities increases the ultimate bearing capacity by 111.8% and prevents shear failure of the cavity roof. Backfilling beaded cavities improves stability by reducing top settlement and increasing the ultimate bearing capacity by 4.5%. The novelty of this research lies in the comprehensive consideration of both eccentric and beaded cavities, which are often overlooked in existing studies. These findings provide valuable insights for the design of pile foundations in karst regions, offering practical guidance on how to mitigate the adverse effects of cavities and optimize foundation stability. Full article
(This article belongs to the Topic Disaster Risk Management and Resilience)
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