摘要
该文针对建筑桩基础 ,根据剪切位移法求桩受力时桩间土各点的变形 ,用文克尔模型求桩间土对基础的反力 ,对杨敏的高层建筑桩箱 (筏 )
According to shear displacement method to know the deformation of each soil spot between piles when the pile forced and by using winker model to know the opposite force of soil between piles towards foudation,the paper has modified the foundation settlement calculation formula for foundation box of high-rises.
