摘要
根据桩与桩之间的相互作用因子叠加 ,提出了计算复合地基加固区沉降的一种简单、实用的新方法 .其计算结果与边界元法等方法的计算结果吻合得很好 .此方法适合于各种桩型 。
A simple and practical approach is presented for the calculation of settlement of reinforced area in composite foundation according to the superposition of the interaction factors between piles. The values of the new method agree reasonably well with those by the more rigorous boundary element approach. For groups with different pile configuration and pile compressibility, the present approach can also be used.
关键词
复合地基
加固区
沉降计算
柔性桩
刚性桩
composite foundation
reinforced field
settlement calculating
flexible(rigid) pile
