摘要
分析了近些年来桩基发展过程中提出的以变形为控制条件的复合桩基设计理论 ,对有代表性的设计理论———沉降控制复合桩基 ,带垫层的复合桩基进行总结。
This paper analyses the design theory of composite pile foundations that deformation is control condition presented during pile foundations development in recent years , summarizes typical design theories such as composite pile foundations settlement controled ,composite pile foundations cushion setted , and presents the development direction of composite pile foundations optimum design .
出处
《西部探矿工程》
CAS
2004年第12期43-45,共3页
West-China Exploration Engineering
关键词
复合桩基
沉降控制
变刚度调平
长短桩
composite pile foundations
settlement controled
variable stiffness harmony
long and short piles
