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Development of evaluation technique of seismic capacity for earth dam considering loading history

Research Project

Project/Area Number 16K21610
Research Category

Grant-in-Aid for Young Scientists (B)

Allocation TypeMulti-year Fund
Research Field Rural environmental engineering/Planning
Geotechnical engineering
Research InstitutionShimane University

Principal Investigator

UENO Kazuhiro  島根大学, 学術研究院環境システム科学系, 助教 (60560167)

Project Period (FY) 2016-04-01 – 2019-03-31
Project Status Completed (Fiscal Year 2018)
Budget Amount *help
¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2018: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2017: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
Fiscal Year 2016: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Keywords繰返し載荷履歴 / 動的強度 / ひずみ履歴 / せん断波速度 / 被災間隔 / 最大ひずみ / 拘束圧 / 密度 / 被災履歴 / 地震 / ため池
Outline of Final Research Achievements

Seismic capacity of earth dams would be varied due to effects of loading histories such as damage to soil structure by earthquakes. To evaluate how multiple loading histories of pre-shearing strain of various magnitudes affect resistance against undrained cyclic loading of soil, multistage cyclic triaxial tests under undrained conditions were performed. When pre-shearing strain is less than 1%, the resistance increased as the loading stage progresses, whereas a large pre-shearing strain decreased the resistance. However, even upon imposing a large pre-shearing strain on a specimen, the resistance did not decrease if the specimen has already experienced a similar pre-shearing strain in a previous loading stage. On the other hand, it was confirmed that shear wave velocity of soil could be an index to evaluate the resistance of soil varying according to loading histories.

Academic Significance and Societal Importance of the Research Achievements

本研究の学術的意義は、複数の繰返し載荷履歴の経験が土の動的強度に与える影響や、再圧密中の動的強度の変化傾向など、被災履歴に伴うため池堤体の耐震性の変化に影響を与える要因を明確化したことである。また、繰返し載荷履歴に伴って変化する動的強度と、ため池現地で観測可能なせん断波速度の相関関係を示した。これにより、せん断波速度を指標としたため池堤体の耐震性評価の高度化が期待でき、安全な農村環境の構築へ貢献できると考えられる。

Report

(4 results)
  • 2018 Annual Research Report   Final Research Report ( PDF )
  • 2017 Research-status Report
  • 2016 Research-status Report
  • Research Products

    (5 results)

All 2019 2018 2017 2016

All Journal Article (2 results) (of which Peer Reviewed: 2 results) Presentation (3 results)

  • [Journal Article] Elastic shear modulus variations during undrained cyclic loading and subsequent reconsolidation of saturated sandy soil2019

    • Author(s)
      Ueno Kazuhiro、Kuroda Seiichiro、Hori Toshikazu、Tatsuoka Fumio
    • Journal Title

      Soil Dynamics and Earthquake Engineering

      Volume: 116 Pages: 476-489

    • DOI

      10.1016/j.soildyn.2018.10.041

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Journal Article] Soil properties and seismic stability of old and new Fujinuma dams2018

    • Author(s)
      F. Tatsuoka, T. Tanaka, K. Ueno, A. Duttine, Y. Mohri
    • Journal Title

      Validation of Dynamic Analyses of Dams and Their Equipment

      Volume: 2018 Pages: 119-170

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Presentation] 複数の繰返し載荷履歴を受けた土の動的強度とせん断波速度の関係2018

    • Author(s)
      上野和広
    • Organizer
      第73回農業農村工学会中国四国支部講演会
    • Related Report
      2018 Annual Research Report
  • [Presentation] 繰返し載荷履歴が土の非排水繰返し強度に与える影響2017

    • Author(s)
      上野和広
    • Organizer
      第72回農業農村工学会中国四国支部講演会
    • Related Report
      2017 Research-status Report
  • [Presentation] 繰返し載荷履歴が砂質土の非排水繰返し強度に与える影響2016

    • Author(s)
      上野和広
    • Organizer
      H28農業農村工学会大会講演会講演要旨集
    • Place of Presentation
      ホテル法華クラブ仙台
    • Related Report
      2016 Research-status Report

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Published: 2016-04-21   Modified: 2020-03-30  

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