结果表明，本文方法要比《建筑桩基技术规范》更接近实际。
The result indicates that the method is more approach fact than "Technical code for building pile foundation".
并介绍了《建筑桩基技术规范》(征求意见稿)中关于“承台效应”的提法和考虑地基承载简化计算的修订情况。
Authors introduce 'pile cap effect' and subsoil bearing capacity simple calculation's revised situation in the 'pile foundation technology standard' (revised opinion manuscript).
应用推荐