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Geotechnical and Structural Engineering Department Earthquake and Structual Dynamics Group

Publication year Port and Airport Research Institute Technical Note 1195 2009.06
Author(s) Takahiro SUGANO,Hiroshi NAKAZAWA
Department
/Divison
Geotechnical and Structural Engineering Department Earthquake and Structual Dynamics Group
Executive Summary

Airport is one of the most important infrastructures in fatal earthquake disaster from the standpoint of the support of emergency medical services, recovery activities, and refugees from the earthquake-stricken area. Therefore, airline is required restarting commercial logistic operation with 50% of service level within three days after the earthquake, for the purpose of supporting various recovery activities after earthquake.
 In this study, a full-scale experiment using controlled blasting technique conducted at the Ishikari Bay New Port (Ishikariwan-Shinko) in Hokkaido Island, Japan, is discussed. The purpose of experiment is to assess the performance of prototype airport facilities subject to the liquefaction due to a large earthquake. This paper describes the following three points: a) investigation on the liquefaction behavior of air port facilities, b) estimation of the effects of some kinds of countermeasures with low cost and c) evaluation of health-monitoring technique, non-destructive tests, physical tests and other explorations to judge the influence of liquefaction.

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