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在沿海软弱土地区进行在高填土堆筑体上建造园林建筑的工程中,往往会遇到怎么考虑园林堆土与园林建筑之间的影响的技术难题。江苏盐城樱花公园绘樱阁工程中,绘樱阁建造在高达5m的填土上面,并且位于1:3的坡体之上,需要考虑坡体对建筑桩基稳定性、强度及变形等方面的不利影响。本文采用有限元方法,对在各个工况的条件下的软土地基上的堆筑体及上面的基础进行了分析,给出了建筑基础设计上的建议和相关设计数据,可供位于软弱土地基堆筑体上的建筑基础工程参考。
In the project of constructing garden buildings on high-fill structures in the coastal soft soil areas, the technical problems of how to consider the impact between the garden soil and the garden buildings are often encountered. Painted Sakura Court in Yancheng Cherry Blossom Park of Jiangsu Province, painted Sakura Pavilion built on top of the fill up to 5m, and located in the slope of 1: 3, need to consider the slope on the stability of the pile, strength and deformation Negative Effects. In this paper, the finite element method is used to analyze the pile foundation and the above foundations on the soft soil foundation under various working conditions. The design suggestions and relevant design data of the foundation are given, Building Foundation Engineering Reference.