Japanese Journal of JSCE
Online ISSN : 2436-6021
Special Issue (Earthquake Engineering)Paper
GROUND DEFORMATION DAMAGE OF WATER PIPE BRIDGES IN THE 2024 NOTO PENINSULA EARTHQUAKE AND CRITICAL DISPLACEMENT OF BELLOWS-TYPE EXPANSION JOINTS
Yuya NISHIYuki KANAMARUDai MATSUMOTOTakeshi KOIKEYasuko KUWATA
Author information
JOURNAL RESTRICTED ACCESS

2025 Volume 81 Issue 13 Article ID: 24-13550

Details
Abstract

 Water pipelines are typically buried underground, but at locations where they cross rivers, they are constructed as water pipe bridges. The 2024 Noto Peninsula Earthquake significantly damaged the ground behind bridge abutments, affecting many water pipe bridges. Bellows-type expansion joints, installed to absorb pipeline displacement, exhibit large deformation modes due to ground deformation. However, the current bellows design methods are based on fatigue design for cyclic displacement and the critical displacement for large deformation modes has not been defined. This study conducted displacement loading experiments on bellows-type expansion joints to investigate the critical displacement under large deformation modes. The experimental results indicated that the critical displacement for water pipe bridge design can be determined by the geometric dimensions of the bellows.

Content from these authors
© 2025 Japan Society of Civil Engineers
Previous article Next article
feedback
Top