THE LOCAL MESH DENSIFICATION METHOD FOR 2-D FEM OF BIOT CONSOLIDATION THEORY
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摘要: 为了解决软土地基上的构筑物沉降过大、承载力不满足等问题,很多学者依据Biot固结理论编制了大量的有限元程序。要在基本相同的计算量的前题下获得足够的精度,需要对有限元网格进行局部加密处理。作者提出的加密方法合理解决了接触单元和多级加载问题,并使用C++Builder开发工具编制了加密程序,最后给出一个工程实例验证了方法的可行性。Abstract: In order to solve the problems of settlement and resistance of soft soil foundation, a lot of 2-D FEM programs based on Biot consolidation theory are written.The mesh needs to be densified to get accuracy.In this paper a practical local mesh densification method, which can deal with the problems in 2-D FEM of Biot consolidation theory that usually interface element and multi-loads are included, is given.At last, the authors write a mesh densification program which shows the method is correct and very useful for a real project.
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Key words:
- Biot consolidation theory /
- foundation settlement /
- local densification /
- FEM
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