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- W2380248494 abstract "Nonlinear coefficient of subgrade reaction method is an effective way to study the load-displacement behavior of pile foundation. For the widely distributed silt and sand seabed foundation at coastal waters of China,a maximum radial stress based analytical solution of surrounding soil resistance of pile is established. Based on the results of model test and field test,expressions of lateral coefficient of subgrade reaction associated with pile displacement and pile diameter for silt and sand are proposed respectively, which provide a simple and effective way for the large deformation analysis of monopile,and are suitable for deformation analysis of different-diameter monopile,and are proved to be reasonable by the results of the model test and the field test." @default.
- W2380248494 created "2016-06-24" @default.
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- W2380248494 date "2014-01-01" @default.
- W2380248494 modified "2023-09-23" @default.
- W2380248494 title "Studies on horizontally nonlinear coefficients of subgrade reaction of piles in cohesionless soil" @default.
- W2380248494 hasPublicationYear "2014" @default.
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