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- W2353694330 abstract "Numerical simulation model was established with FLAC3D to calculate the stress of pile and soil and the settlement of composite foundation with different modulus of cushion,bearing stratum and pile.The rules of the effect of material modulus upon cement-soil pile composite foundation have been obtained.The results show that the bearing capacity of soil between piles is affected by the material and modulus of cushion,so graded joint sand is appropriate for cushion,and the range of cushion modulus is from 20MPa to 50 MPa.The bearing capacity of composite foundation can be increased and the settlement of the composite foundation can be reduced if the modulus of bearing stratum is increased,so the bottom of pile should be located in the stratum with higher modulus.The strength of bearing stratum has no notable effect on the bearing capacity and the settlement of composite foundation except soft soil.The bearing capacity of composite foundation can be increased and the settlement of the composite foundation can be reduced effectively if the modulus of pile is increased with a certain range.Quite high modulus of pile is not used in cement-soil pile composite foundation,and the reasonable range of it is from 200MPa to 400 MPa." @default.
- W2353694330 created "2016-06-24" @default.
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- W2353694330 date "2011-01-01" @default.
- W2353694330 modified "2023-09-23" @default.
- W2353694330 title "Numerical study of the effect of material modulus upon cement-soil pile composite foundation" @default.
- W2353694330 hasPublicationYear "2011" @default.
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