充分考虑了被动桩与土体的共同作用,基于桩—桩相互作用因子的叠加法,建立了部分埋入群桩的动力模型。
Based on pile-to-pile interaction factors, the transfer matrix method is used to establish the dynamic model of partially embedded pile groups, while the pile is treated as dynamic Winkler beam.
充分考虑了被动桩与土体的共同作用,基于桩—桩相互作用因子的叠加法,建立了部分埋入群桩的动力模型。
Based on pile-to-pile interaction factors, the transfer matrix method is used to establish the dynamic model of partially embedded pile groups, while the pile is treated as dynamic Winkler beam.
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