改良文克尔地基模型地基刚度折算的计算方法  

The design method of the foundation rigidity transformed in an improved soil medel of Wrinkler

作　　者：赵海平 张作鹏[2] 

机构地区：[1]宁波市房屋建筑设计院 [2]广州市市政工程设计研究院

出　　处：《山西建筑》2007年第13期109-110,共2页Shanxi Architecture

摘　　要：在Boussinlesq公式的基础上推导出了一种改良的文克尔地基模型,而且通过典型的算例分析得到,应用这种改良的文克尔地基模型比运用传统的文克尔地基模型得出的结果更加接近实测值。In this paper,an improved soil model of Wrinkler is presented by the conjecture of the classical formula of Boussinlesq, at the same time, a typical engineering sample is illustrated that the result calculated in an improved soil model of Wrinkler is more actual than the result calculated in the classical soil model of Wrinkler.

关 键 词：改良的文克尔地基模型 弹性半空间地基模型 沉降效应系数 

分 类 号：TU753[建筑科学—建筑技术科学]