摘要
应用ANSYS数值模拟、物理模型试验相结合的方法,对复合地基褥垫层的作用随厚度变化的规律进行了研究,在数值模拟结果的基础上,以物理模型试验对数值模拟的结论加以验证。
In this paper, the method of numerical simulation combined with the physical model experiment is applied to research on the rules between pressure and deformation of the composite foundation cushion. These researches provide valuable supplements to the theory of the composite foundation.
出处
《山西建筑》
2006年第21期90-91,共2页
Shanxi Architecture
关键词
复合地基
褥垫层
数值模拟
模型试验
composite foundation, cushion, numerical analyses,model experiment