書誌事項
- タイトル別名
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- BEARING CAPACITY ANALYSIS OF EMBEDDED FOUNDATION BY RIGID PLASTIC FINITE ELEMENT METHOD
- ゴウソセイ ユウゲン ヨウソホウ オ モチイタ ネイレ キソ ノ シジリョク カイセキ
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抄録
The ultimate bearing capacity formula of embedded foundation is specified in the guideline published by the Architectural Institute of Japan for design of building foundation. The rigid plastic finite element method was developed by Tamura and Ohtsuka to estimate the ultimate bearing capacity of footing. The characteristic of this method is to employ few strength parameters. It does not use the Poisson’s ratio and the elastic modulus since it directly deals with the limit state by disregarding the elastic deformation of building and ground. The strength parameters as cohesion, c and internal friction angle, φ are only employed. By performing a series of rigid plastic finite element analyses, the comparison of ultimate bearing capacity of embedded foundation was conducted between the formula of the Architectural Institute of Japan and the simulation results. On the dispersion failure mode of ground, the bearing capacity of penetration foundation was made clear by the width and the penetration length of foundation and the strength ratio of first and second layers of two layered ground.
収録刊行物
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- 日本建築学会技術報告集
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日本建築学会技術報告集 19 (43), 875-880, 2013
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205171670016
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- NII論文ID
- 130004932933
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- NII書誌ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL書誌ID
- 024923028
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可