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Soil is modeled as visco elastoplastic with layered and analyzed by finite layer method in practice.
地基土体采用粘弹塑性流变本构模型,为适应地基实际的层状结构,采用有限层法分析;桩采用弹性杆有限元分析.
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In particular, a boundary layer method is included to permit the specification of boundary layer developments.
尤其是边界层方法包括允许指定边界层的发展.
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