STATNAMIC LOAD TESTS ON MODEL PILE GROUP AND PILED RAFT IN SAND
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- KIMURA Makoto
- 社団法人 土木学会 京都大学大学院 工学研究科都市社会工学専攻
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- HASEGAWA Masashi
- 社団法人 土木学会 (株) 大林組
Bibliographic Information
- Other Title
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- 模型急速載荷試験による群杭およびパイルド・ラフトの鉛直支持力特性の検討
- モケイ キュウソクサイカ シケン ニ ヨル グンクイ オヨビ パイルド ラフト ノ エンチョク シジリョク トクセイ ノ ケントウ
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Abstract
During the past ten years, statnamic load tests have drawn attention from the piling community as one of the most economical methods for pile load tests. In this study, a small scale statnamic loading device was applied on model piled raft foundations in sand. On piled raft foundations, applicability of the unloading point method (UPM) which interprets the result of statnamic loading test was confirmed. Under statnamic loading, efficiency of pile group and load distribution ratio between the raft and the piles was investigated. As a result, the interpretation by the UPM gave acceptable results for piled raft foundations and it is possible to estimate the load distribution ratio from statnamic loading test on piled raft foundations.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2004 (778), 29-39, 2004-12-21
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205602993024
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- NII Article ID
- 130003984913
- 10013708154
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 7205319
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed