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Stability Analysis of Gabion Revetment for River Bank Protection Based on Field Investigation

  • 2025
  • OriginalPaper
  • Chapter
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Abstract

This chapter delves into the stability analysis of gabion revetments used for riverbank protection, focusing on field investigations conducted in Nepal. The study compares Japanese and mixed-type gabion designs, highlighting their stability and deformation patterns over a year. Key topics include the geotechnical conditions of the study area, the design and construction of gabion structures, and the measurement of deformation. The results show that Japanese-type gabions exhibited minimal deformation, while mixed-type gabions showed slightly higher deformation. The study concludes that proper planning, design, and construction techniques are crucial for enhancing the longevity and effectiveness of gabion revetments, particularly in developing countries like Nepal. The findings contribute to the optimal design of gabion structures, improving their stability and overall performance in riverbank protection and flood control.

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Title
Stability Analysis of Gabion Revetment for River Bank Protection Based on Field Investigation
Authors
Suresh Laudari
Tadashi Hara
Hiroshi Nakazawa
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-96-8532-5_14
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