摘要
以Ｇｅｄｄｅｓ关于桩周土中附加应力解为基础，建立了考虑桩身弹性压缩的柔性桩桩－土位移协调方程，从而提出了一种计算柔性桩单桩沉降的新方法。
Based on the Geddes's solution of stress in soil around pile,the pile-soil displacement coordination equation which takes the compression of pile into consideration is established. A new method to calculate flexible pile settlement is suggested herein.
出处
《工业建筑》
CSCD
北大核心
1997年第3期1-5,57,共6页
Industrial Construction
关键词
柔性桩
桩身压缩
位移协调
沉降
单桩
flexible pile compression of pile displacement-coordination settlement
