Load tests of piled raft models with different pile head connection conditions and their analysis
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- MATSUMOTO TATSUNORI
- Graduate School of Natural Science and Technology, Department of Civil Engineering, Kanazawa University
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- NEMOTO HISASHI
- Research Center, ANDO Corporation
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- MIKAMI HIROSHI
- Technological Development Center, Sumitomo Mitsui Construction Co. Ltd.
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- YAEGASHI KOU
- Building Engineering Department Technical Division, Hazama Corporation
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- ARAI TOSHIAKI
- Technical Research Institute, Nishimatsu Construction Co. Ltd.
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- KITIYODOM PASTSAKORN
- Geotechnical & Foundation Engineering Co., Ltd.
書誌事項
- タイトル別名
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- LOAD TESTS OF PILED RAFT MODELS WITH DIFFERENT PILE HEAD CONNECTION CONDITIONS AND THEIR ANALYSES
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説明
A series of experimental and analytical studies on the behaviours of model pile groups and model piled rafts in dry sand subjected to static vertical loading and static cyclic horizontal loading were carried out in order to investigate the influence of various pile head connection conditions between the raft and the piles on the behaviours of the foundations models and to examine the applicability of an simplified analytical method to simulate the load tests. In the load tests, the behaviours of the model foundations were investigated in detail, with particular focus on cyclic horizontal loading, and behaviour such as horizontal stiffness and the rotation of the foundation, the load proportions between the raft and the piles, and the bending moments and shear forces generated in the piles. A simplified three-dimensional deformation analysis method was used to simulate the experiments.<br>
収録刊行物
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- ＳＯＩＬＳ ＡＮＤ ＦＯＵＮＤＡＴＩＯＮＳ
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ＳＯＩＬＳ ＡＮＤ ＦＯＵＮＤＡＴＩＯＮＳ 50 (1), 63-81, 2010
公益社団法人 地盤工学会
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詳細情報 詳細情報について
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- CRID
- 1390282679643227264
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- NII論文ID
- 130004552417
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- ISSN
- 18811418
- 00380806
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可
