摘要
提出一种群桩沉降的非线性计算方法，它能考虑土的成层性，桩土共同作用的非线性。实例计算表明，计算结果与实测值基本一致，比线性计算方法更为合理。
This paper presents a nonlinear approach to the calculation of pile group settlement This method takes into accout not only the behavior of layered soils,but also the nonlinear behavior of soil-pile interaction An example here illutrates that the calculated results by the presented method is in good agreement with the field measurements,and is more reasonable than the results by the linearcal culation method
出处
《工业建筑》
CSCD
北大核心
1997年第12期25-28,共4页
Industrial Construction
关键词
非线性计算方法
群桩
沉降
桩基
nonlinear approach pile group settlement soile-pile interaction
