viscoplastic finite element model based on Biot?s consolidation theory is presented; compound elements consisted of 8? node elements coupled with 4?

 
  • 建立了彈 粘塑性比奧固結有限元模型,采用8結點(diǎn)等參單元耦合4結點(diǎn)等參單元的復合單元形式來(lái)模擬土體的變形與土體中孔隙水壓力消散的耦合效應;
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