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- W2380091461 abstract "Based on analysis of static loading test data for littoral soft soil foundations bored pile in expressway bridge,taking into account of the influences of soft soil foundations mechanics indicators and plie parameters,the author used stress strain relation formula σ=Ke~(1n)and energy methods about nonlinear elastic materials to establish a calculation model for axial load Q and settlement S of friction pile,and to compare the static loading measurement values with calculated values,proving validity and practicability of the calculation formula." @default.
- W2380091461 created "2016-06-24" @default.
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- W2380091461 date "2006-01-01" @default.
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- W2380091461 title "Research on Nonlinear Model for Friction Pile Top Axial Load and Settlement of Soft Soil Foundations" @default.
- W2380091461 hasPublicationYear "2006" @default.
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