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- W2364746544 abstract "A model for double-row-pile retaining structures which considers three dimensional effects of deep foundation pit was proposed.This model has the following characteristics: the stiffness coefficient of top beams along the side of a foundation pit can be calculated,and the displacement and bending moment distributions of top beams can also be obtained;the stresses and displacements along the piles can be calculated using finite element method,including any pile distance(zero pile distance is considered as a single row) and different pile length between the two rows.A calculation program is developed based on the above model.The results show that the horizontal displacements of the top beam are bigger in the middle of the pit side than those at other locations,and the horizontal displacement also increases along with the depth of excavation.The displacements at the top of piles are smaller due to the effects of the top beams,but the displacements at the half height of the piles increase along with the excavation depth.Besides,with the increase of the stiffness coefficients of top beams,the displacements of the piles decrease and the bending moments in piles increase.The calculation results are in good agreement with the measured data in-situ." @default.
- W2364746544 created "2016-06-24" @default.
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- W2364746544 date "2010-01-01" @default.
- W2364746544 modified "2023-09-23" @default.
- W2364746544 title "A calculation model for double-row-pile retaining structures in deep foundation pit considering 3D effects" @default.
- W2364746544 hasPublicationYear "2010" @default.
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