摘要
通过数值模拟重载作用于软土地基,得出了预制场地的最危险区域,并分析了搬运机工作时对台座地基基础影响,通过这些分析,为运梁通道路面结构选择和地基基础工程提出经济合理的方案。
Through the numerical simulation on the impact of overload on soft soil foundation, it obtains the most dangerous area of prefabricated field, and analyzes the impact of transportation machinery on the stand foundation, which has provided economic and rational scheme for beam transporting channel pavement structure selection and foundation engineering.
出处
《山西建筑》
2011年第24期79-80,共2页
Shanxi Architecture
关键词
重载
地基基础
数值模拟
overload, foundation, numerical simulation
