2010 Fiscal Year Final Research Report
Application of Shakedown analysis to bearing capacity and stability problems of foundations subject to variable loads
Project/Area Number |
20560461
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Research Category |
Grant-in-Aid for Scientific Research (C)
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Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
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Research Institution | Kyoto University |
Principal Investigator |
KOBAYASHI Shun-Ichi Kyoto University, 環境デザイン学系, 准教授 (10243065)
|
Co-Investigator(Kenkyū-buntansha) |
TAMURA Takeshi 京都大学, 大学院・工学研究科, 教授 (30026330)
SAITOH Jun 京都大学, 大学院・工学研究科, 准教授 (40456801)
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Project Period (FY) |
2008 – 2010
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Keywords | 基礎工学 / シェイクダウン解析 / 極限解析法 / せん断強度低減法 / 有限要素法 / 直接法 |
Research Abstract |
In general, external forces are not constant values both in time and in space. Shakedown analysis is formulated and applied to the problems of bearing capacity of shallow foundations under variable loads. In the conjunction of the shakedown analysis, mechanical interpretation of shear strength reduction method and improvement of special discretization of a stress field are also discussed. These results will contribute to the advanced and sophisticated evaluation of foundation structures
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