Results of a Simple Pile Loading Test Using Human Power and Numerical Simulation of the Results
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- Narita Nobuhide
- Toda Corporation
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- Fukuda Takeshi
- Toda Corporation
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- Kosaka Hiroyuki
- Toda Corporation
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- Kotani Naoto
- Better Living
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- Tobita Yoshinori
- Asanuma Corporation
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- Kishimoto Takeshi
- Okumura Corporation
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- Ogawa Atsushi
- Kumagaigumi Co., Ltd.
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- Tomita Yusuke
- Penta-Ocean Construction Co., Ltd.
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- Uchida Takahiko
- Sato Kogyo Co., Ltd.
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- Onuma Mitsuru
- SEIBU Construction Co., Ltd.
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- Kawahata Eiji
- Toa Corporation
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- Abe Akio
- Tokyo Soil Research Co., Ltd.
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- Arai Toshiaki
- Nishimatsu Construction Co.
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- Numoto Haruki
- HASEKO Corporation
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- Sato Takeshi
- MATSUMURA-GUMI Corporation
Description
<p>In this paper, we present a simple pile loading test aimed at estimating pile-head springs using human power. The proposed method involves evaluating a pile-head spring by analyzing the ratio of pile-head displacement to hammer load on the pile within the frequency domain. To validate our approach, we conducted a comparative analysis between the proposed method, a conventional static loading test and numerical simulations employing the axisymmetric finite element method. Our findings affirm the consistency of the proposed method with established approaches. We conducted these validations across a variety of pile types at 6 distinct sites. </p>
Journal
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- Japanese Geotechnical Society Special Publication
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Japanese Geotechnical Society Special Publication 10 (59), 2225-2230, 2024
The Japanese Geotechnical Society
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Details 詳細情報について
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- CRID
- 1390582008205406976
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- ISSN
- 21888027
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- Text Lang
- en
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed
