摘要
沉降控制复合桩基是一种经济有效的基础形式。在设计沉降控制复合桩基时,根据单桩的截面尺寸和要控制的目标沉降确定单桩桩极限承载力,有效计算沉降控制复合桩基的沉降。
The composite pile foundation for settlement control is an economical and effective foundation.In design of composite pile foundation to control settlement,the ultimate bearing capacity of single pile should be determinned according to its cross section and settlement limit.The settlement of composite pile foundation should be effectively calculated.
出处
《住宅科技》
2003年第4期10-12,共3页
Housing Science
关键词
沉降控制
复合桩基
设计
单桩
承载力
settlement control
Q-S curve of single pile
hyperbola
