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Geotechnical Earthquake Engineering: Current Progress and the Road Ahead, Second Edition

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

Deadline for manuscript submissions: closed (20 January 2026) | Viewed by 710

Special Issue Editors

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
Interests: geotechnical earthquake engineering; soil dynamics; structural dynamics; seismic slope stability; earthquake-induced landslides
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School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
Interests: data fusion and machine learning; engineering informatics; smart construction engineering and management; BIM-FEM-AI
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues, 

This Special Issue of Applied Sciences will be devoted to geotechnical earthquake engineering and consider current progress in this area and the road ahead. The safety of facilities and structures in seismically active areas is threatened by earthquakes, a subject that has attracted widespread attention. There have been major improvements in our scientific understanding of, and subsequent advances in, geotechnical earthquake engineering due to the increase in recorded in situ data and the large number of case studies on the observed effects of recent major earthquakes. More advanced modelling methodologies and consideration of the effects of seismic soil and rock on the analysis and design of facilities and structures will undoubtedly result in a better understanding of the theory and practice of geotechnical earthquake engineering.

Dr. Jian Song
Dr. Bin Ruan
Guest Editors

Manuscript Submission Information

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Keywords

  • seismology and geology relevant to earthquake engineering
  • dynamic properties and constitutive behaviour of soils and rocks
  • wave propagation and scattering in soils and rocks
  • ground motions and site effects
  • seismic slope stability and reinforcement
  • soil liquefaction
  • seismic analysis and design of tunnels, dams, bridges, and buildings
  • foundation and soil–structure interactions
  • seismic performance and seismic damage
  • ground vibrations
  • pile dynamics
  • probabilistic methods in earthquake engineering
  • earthquake reconnaissance and database

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Published Papers (1 paper)

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Research

22 pages, 8893 KB  
Article
Study of Seismic Behavior of an Urban Underpass Tunnel in Soft Soil Through 3D Numerical Modeling
by Zhiming Zhang and Xianhao He
Appl. Sci. 2026, 16(6), 3025; https://doi.org/10.3390/app16063025 - 20 Mar 2026
Viewed by 333
Abstract
More and more urban underpass tunnels are being constructed to alleviate traffic congestion; however, for this type of underground structure, the soil–structure interaction mechanisms under earthquake loading remain unclear, and dedicated advice and guidance for their seismic design are still lacking. This paper [...] Read more.
More and more urban underpass tunnels are being constructed to alleviate traffic congestion; however, for this type of underground structure, the soil–structure interaction mechanisms under earthquake loading remain unclear, and dedicated advice and guidance for their seismic design are still lacking. This paper endeavors to investigate the dynamic interaction mechanisms of an underpass tunnel and surrounding soft ground using the finite element (FE) method. Firstly, the accuracy of the FE model in reproducing seismic responses of the layered half-space is validated by comparison with results of equivalent linear one-dimensional site response. Then, the dynamic response characteristics of 3D boat-shaped excavation are analyzed to determine the influence of potential local site amplification on the underpass tunnel. Finally, seismic behaviors of open and buried sections of the underpass tunnel are investigated in detail. The results show that under high-intensity rare earthquakes, severe damage occurs at the ceiling slab near the longitudinal beam and at the base of the side wall of the tunnel’s buried section; seismic underpass–site interactions might be influenced the most by the local topography effect of the 3D boat-shaped excavation, as well as a sudden stiffness change between the open and buried sections. Full article
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