摘要
提出了高层建筑桩筏地基及基础的内力与沉降求解方法,提出了变基床系数的新求解方法,并应用于基础及地基平衡方程的求解。
The paper analyses the inner force and methods for tall building piled raft foundations, presents the new method of changeable plates and tanks coefficients. The methods are put to use for foundations equilibrium equation solution.
出处
《武汉工业学院学报》
CAS
2008年第4期50-53,共4页
Journal of Wuhan Polytechnic University
关键词
桩筏基础
桩土地基
变基床系数
piled raft foundations
pile -soil grounds
changeable plates and tanks
coefficients