Calculation of Lateral resistance of pile foundation subject to horizontal force at pile head in the case of β*L>2.25:Free head pile,Pile head does not poke through the ground,Homogeneous soil,Elastic Beam |
LaTex |
KeywordLateral resistance,pile foundation,bending moments,horizontal force,pile head,Free head pile,Pile head does not poke through the ground,Diameter of pile,Young's modules of pile,Second moment of area of pile,Horizontal subgrade reaction coefficient,Homogeneous soil,Elastic Beam |
Reference[1]:社団法人日本建築学会:『建築基礎構造設計指針 2001改訂』,pp.262-271. |
Remarks
・Diameter of pile:B
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History・2011/03/02:Upload |
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