摘要
采用非线性分析软件ADINA建立地基土体固结沉降的有限元模型,利用ADINA的非线性特性和特有的多孔介质材料,考虑地基土体沉降过程中的排水固结,对地基土体固结沉降过程和结果进行分析,研究如何运用有限元计算地基土体的固结沉降问题。
Using porous medium material and non-linear analysis of the ADINA, considering infiltration flow during the consolidation process of groundwork soil. This paper established finite element model of consolidation settlement of foundation soil by non-linear analysis software ADINA, analyzed the process and the results of consolidation settlement of groundwork soil, and studied how to calculate consolidation settlement of groundwork soil by FEM.
出处
《交通科技》
2006年第6期34-36,共3页
Transportation Science & Technology
关键词
非线性有限元
土体本构模型
ADINA
固结沉降
non-linear FEM
constitutive model of soil body
ADINA
consolidation settlement