摘要
本文通过对复合桩基沉降变形极限状态以及差异沉降变形极限状态的分析,对复合桩基的沉降变形可靠度和差异沉降变形可靠度进行了分析计算。
the paper established the composite pile foundation s limit state equations of settlement deformation and unequal settlement deformation, then analyzed and calculated the reliabilities of the composite pile foundation s settlement deformation, and unequal settlement deformation.
出处
《福建建筑》
2005年第2期57-59,共3页
Fujian Architecture & Construction
关键词
复合桩基
沉降
差异沉降
可靠度
composite pile foundation
settlement
unequal settlement
reliability
