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Published in:
Performance-Based Seismic Assessment of Slope Systems Read chapter Read first chapter

2022 | OriginalPaper | Chapter

Seismic Inspection of Existing Structures Based on the Amount of Their Deformation Due to Liquefaction

Author : Susumu Yasuda

Published in: Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Publisher: Springer International Publishing

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Abstract

If structures such as houses, or structures with very long lengths, such as river dikes, railway embankments, and sewers, have not been constructed with liquefaction in mind, it is necessary to extract repair their parts that could be easily damaged in the event of a future earthquake. In inspecting these structures, it is necessary to quantitatively estimate the points where countermeasures are required based on the amount of settlement or the amount of uplift of the structures. For that purpose, it is necessary to properly consider the process of settlement or uplift of the structures due to liquefaction based on past cases of damage and the results of model tests, and develop a method to easily estimate the amount of settlement or uplift. In Japan, there are many cases of structural damage due to liquefaction, and many model tests using shaking tables have been conducted. Simple estimation methods have been developed based on these and are being used for inspections. Furthermore, measures are being taken based on the inspection results.

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previous chapter Large-Scale Seismic Seafloor Stability Evaluation in the South China Sea Incorporating Soil Degradation Effects
next chapter Site Characterization for Site Response Analysis in Performance Based Approach
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Metadata
Title
Seismic Inspection of Existing Structures Based on the Amount of Their Deformation Due to Liquefaction
Author
Susumu Yasuda
Copyright Year
2022
Book
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

Print ISBN: 978-3-031-11897-5

Electronic ISBN: 978-3-031-11898-2

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-031-11898-2_15