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- ICHIKAWA Shigeki
- 独立行政法人水資源機構 総合技術センター ダムグループ
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- SHINYASHIKI Takashi
- 独立行政法人水資源機構 総合技術センター
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- KAMADA Toshiro
- 大阪大学大学院 工学研究科
Bibliographic Information
- Other Title
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- 衝撃弾性波法を用いたコンクリートダム堤体の水平打継面調査
- ショウゲキ ダンセイハホウ オ モチイタ コンクリートダムテイタイ ノ スイヘイ ウチツギメン チョウサ
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Abstract
<p>The deterioration of the construction joint is an aging phenomenon of the concrete dam. This deterioration may affect the stability of the dam body. The investigation by a boring survey is a general method of verifying the deterioration of the construction joint in the dam body. But the investigation by a boring survey has several problems. In order to solve this problem, we have devised the method for estimating the state of the construction joint by using the results of the investigation by the impact elastic wave method. We have estimated the state of construction joint by focusing on the transmission and reflection characteristics of the elastic wave in deteriorated surface. By using this non-destructive investigated method, we were able to ascertain the deterioration area of construction joint in the concrete dam body.</p>
Journal
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- Journal of Japan Society of Dam Engineers
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Journal of Japan Society of Dam Engineers 27 (1), 16-25, 2017
Japan Society of Dam Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282679357094400
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- NII Article ID
- 130005466574
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- NII Book ID
- AN10442669
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- ISSN
- 18808220
- 09173145
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- NDL BIB ID
- 028066963
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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