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- W2361817449 abstract "In order to study the behaviors of plain concrete piles composite foundation under horizontal load,a model experiment was conducted to measure horizontal displacement of pile and failure load cushion under different cushion thicknesses and vertical loads.Under the 200kPa vertical load,with the increase of depth and cushion thickness,the pile horizontal displacements became smaller.Pile-end displacement has negative direction against horizontal load.When the cushion thickness was 200mm,pile horizontal displacement became smaller with vertical load increasing.Testing results show that cushion thickness and vertical load are the major factors that influence the pile horizontal displacement.With cushion failure,superstructure slipped.A calculating model is preliminarily set up based on results above." @default.
- W2361817449 created "2016-06-24" @default.
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- W2361817449 date "2008-01-01" @default.
- W2361817449 modified "2023-09-22" @default.
- W2361817449 title "Working Mechanics of Plain Concrete Piles Composite Foundation under Horizontal Loads" @default.
- W2361817449 hasPublicationYear "2008" @default.
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