摘要
基于桩土共同作用 ,对高层建筑桩基逆作法进行了理论分析 ,提出了桩基逆作法控制沉降的简化设计方法 ,在实际工程中进行了应用 .
On the basis of interaction of piles and soil, the paper presented the theoretical analysis of pile foundations in reverse order in tall building, and proposed the simplified method for design under the control of settlement. The paper also discussed the practical application in project.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
2000年第1期95-100,共6页
Journal of Southeast University:Natural Science Edition
关键词
桩基逆作法
高层建筑
沉降控制
基础刚度
pile foundation constructed in reverse order
interaction
settlement