The programming and validating FEM code of Biot consolidation theory are used for analysis of the consolidation of composite ground with piles,and the consolidation behavior of the single pile composite ground and natural ground is compared.

 
  • 在編制并驗證Biot固結有限元程序的基礎上,對群樁復合地基的固結變形及應力特性進(jìn)行了數值模擬,并和單樁復合地基、天然地基進(jìn)行了比較分析。 強排水群樁和單樁復合地基的固結特性差別不大;
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