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PULLOUT CHARACTERISTICS OF DIAMETER-EXPANDED ANCHOR IN SAND
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- SAWAMATSU Toshikazu
- 独立行政法人土木研究所 技術推進本部 施工技術
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- KOHASHI Hidetoshi
- 独立行政法人土木研究所 技術推進本部 施工技術
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- UDAGAWA Yoshio
- 株式会社フジタ 建設本部 土木技術部
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- KOBAYASHI Satoshi
- 岡三リビック株式会社 技術部 技術企画室
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- HAYASHI Taketo
- 独立行政法人土木研究所 技術推進本部 施工技術
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- OKAZAKI Kenji
- 日特建設株式会社 技術本部 技術開発グループ
Bibliographic Information
- Other Title
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- 砂地盤における拡径型アンカーの引抜き特性
Description
Diameter-expanded anchor is an anchor which has considerably larger fixed anchor diameter than general anchor. Centrifugal model tests were conducted to comprehend the pullout characterristics of the diameter-expanded anchor. As results, pullout resistance of the diameter-expanded anchor can be separated to the frictional resistance and the bearing resistance and angle of anchor insertion has big inference on pullout resistance were revealed. The calculation technique of ultimate bearing resistance load based on upper bound method was proposed and its validity was verified from the results of centrifugal model tests and full-scale model tests.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 66 (4), 845-858, 2010
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205254802304
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- NII Article ID
- 130004943083
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- ISSN
- 1880604X
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed