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Book chapter · CRC Press eBooks · August 7, 2023

Computed and observed deformations of fill-type dams by strong earthquake

Тадатсугу Танака, Hiroshi Mori, Kenji Okajima, Askar Zhussupbekov

Askar Zhussupbekov
Read on dx.doi.orgPDFDOI 10.1201/9781003299127-169

Abstract

An earthquake measuring 6.6 Mw struck southern Hokkaido, Japan, September 2018. Mizuho Dam and Azuma Dam were located near the epicenter of this earthquake and strongly shaken. The recorded base peak accelerations of Mizuho Dam in upstream and downstream directions was 491 gal and 937gal was recorded at dam crest. Maximum settlement of crest at upstream slope side was about 12cm and cracks attained about 2.0 m depth were observed around the crest. Azuma Dam’s spillway was blocked by debris from landslides. Recorded base peak acceleration was 297 gal and 1293 gal was recorded at dam crest. A simple strain softening elasto-plastic constitutive model is applied to both dams with the features of non-associated flow characteristics, post-peak strain softening, and strain-localization into a shear band with a specific width. The dynamic response analyses of both dams and the computed settlements are compared to observed one.

Dam Engineering and SafetyGeotechnical Engineering and Underground StructuresSeismic Performance and Analysisdam deformationcrest settlementdam cracks

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