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- KAWASAKI Hideaki
- ダム技術センター 研究第一部
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- IWATA Naoki
- 中電技術コンサルタント株式会社 原子力プロジェクト室
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- SUGA Teruo
- 中電技術コンサルタント株式会社 水力水工部
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- FUKUMOTO Hideo
- 松江市上下水道局 工務部 建設課
Bibliographic Information
- Other Title
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- 堤体PSアンカーによる千本ダムの耐震補強に関する静的解析
- テイタイ PS アンカー ニ ヨル センボン ダム ノ タイシン ホキョウ ニ カンスル セイテキ カイセキ
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Abstract
<p>In the Senbon Dam, the PS anchors have been reinforced to satisfy the stability of seismic resistance against static seismic forces. Based on the case study of reinforcement by PS anchors in Senbon Dam using FEM analysis, the effects of rock stiffness, anchoring method, fixing position, and dam height were analyzed on the stresses that occur in the dam. As a result, the normal stress at the bottom of the dam tends to be tensile at the upstream end if the rock stiffness is large, but there is little influence on the fixing position or anchor type. It was also confirmed that the large dam height would make it difficult to cause tension.</p>
Journal
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- Journal of Japan Society of Dam Engineers
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Journal of Japan Society of Dam Engineers 31 (1), 17-26, 2021-03-15
Japan Society of Dam Engineers
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Details 詳細情報について
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- CRID
- 1390005966209973120
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- NII Article ID
- 130008002031
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- NII Book ID
- AN10442669
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- ISSN
- 18808220
- 09173145
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- NDL BIB ID
- 031344013
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
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- Abstract License Flag
- Disallowed