A Study on the Analysis of Horizontal Resistance of Rigid Foundation Considering the Shear Deformation of the Front Ground
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概要
- 論文の詳細を見る
In the previous paper, authors proposed a method of analysis of horizontal resistance to the foundation structure considering the shear deformation estimated by the shear modulus of the front ground. In this paper, we expand the proposed method into three-layer ground considering the intensities of vertical subgrade reaction and shear subgrade reaction to the base which are employed in practical design. As a result, the proposed method can be applied to the practice based on the investigation of in situ horizontal loading test results by the caisson type piles.
- 東海大学の論文
著者
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SATO MASATO
Department of Cardiovascular Surgery, Fujita Health University
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Sato Masato
Department Of Civil Engineering School Of Engineering
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UTO Kazuma
Emeritus Professor of Tokai University
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FUYUKI Mamoru
Department of Civil Engineering, School of Engineering
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SAKURAI Manabu
Central Research Institute for Construction Technology, JARGC
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Sato Masato
Department Of Cardiovascular Surgery Doctoral Program In Functional And Regulatory Medical Sciences
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Fuyuki Mamoru
Department Of Civil Engineering School Of Engineering
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Sakurai Manabu
Central Research Institute For Construction Technology Jargc
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