Tatsuaki Katayama

Kindai University

Papers

2

Total Citations

12

H-Index

2

About

Tatsuaki Katayama is a leading figure in geotechnical and tunneling engineering, specializing in the development of excavation methods that minimize ground deformation in soft ground conditions. His most influential work focuses on the ring-cut excavation technique, a novel approach designed to restrain displacements ahead of a tunnel face and mitigate surface settlement. Katayama’s 2009 paper, which has garnered 9 citations, provides a foundational analysis of how this method reduces ground movement, while his 2011 study, with 3 citations, further validates its effectiveness as a settlement deterrent. These contributions are critical for urban tunneling projects where preserving structural integrity above ground is paramount. By systematically quantifying the mechanical effects of the ring-cut method, Katayama has offered engineers a practical tool to enhance safety and precision in challenging soft ground environments. His research stands out for its direct applicability to real-world infrastructure challenges, making him a respected voice in the field. For students and researchers, Katayama’s work exemplifies how targeted innovation in excavation techniques can address the persistent problem of ground displacement, bridging theory and practice in geotechnical engineering.

Research Focus

Key Achievements

2
H-Index
2
Papers
12
Total Citations
6
Avg Citations/Paper
🏆 Most Cited Paper
Effects of the ring-cut excavation method on the restraint of displacements ahead of a tunnel face
9 citations · 2009
📈 Most Prolific Year: 2009 (1 Papers)
🤝 Key Collaborators: 5
🏛 Institutions: Kindai University

Top Papers

  1. 1
  2. 2

Key Collaborators

Contact & Links

Available for collaboration
Content generated · 14 days ago