DEVELOPMENT OF STEEL PIPE PILE WITH HELICAL WINGS
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- TSUCHIYA Tsutomu
- Dept. of Civil Eng. & Architecture, Muroran Inst. of Technology
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- YOSHIDA Katsuyuki
- Chiyoda Civil Engineering Co., Ltd.
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- OHSUGI Fumikazu
- Chiyoda Civil Engineering Co., Ltd.
Bibliographic Information
- Other Title
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- 多翼部を有する小径鋼管杭工法の開発
- タヨクブ オ ユウスル ショウケイ コウカン クイ コウホウ ノ カイハツ
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Abstract
This paper describes a bearing capacity formula for steel pipe pile with four helical wings. The pile can be possessed high bearing capacity because of being screwed in with lateral soil displacement. 21 vertical loading tests, in which a new measuring system for axial strain of the pile was devised, were performed to evaluate the bearing capacity of these piles in various fields. A convenient bearing capacity formula, which is considered as a sum of end bearing capacity of the pile tip and four wings, is proposed based on the test results.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 6 (10), 57-60, 2000
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680151555840
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- NII Article ID
- 110003797898
- 120004288809
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- HANDLE
- 10258/1201
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- NDL BIB ID
- 5443964
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed