摘要
通过对承台桩、土共同作用的线弹性桩基荷载法与桩基荷载的简化法的比较，提出了简化法的修正公式，并通过算例验证了该公式。
The linear elastic pile foundation load method of the interaction among cap Piles and soil massand the simplified method of pile foundation load are introduced and, at the same time compared. The modified formula for this simplified method is presented, and then verified through example calculation.
出处
《岩土力学》
EI
CSCD
1996年第1期76-83,共8页
Rock and Soil Mechanics
关键词
承台位移
桩顶荷载
多排桩基础
桩基础
cap displacement
load of top pile
linear elasticity
rigidity: hinge joint
