摘要
通过对长短桩复合地基承载力计算的不同公式进行对比分析 ,提出比较适宜的设计方法 ,并提出其沉降计算公式和加固效果检测方式 。
Through the contrast analysis of different calculation formulae of bearing capacity for composite foundation with long?short piles ,the optimal design method is put forward,the calculation formula of settlement and the testing method of consolidation effect are both presented.At last,It is suggested that the theory of compsite foundation with long?short piles can be flexibly used in piles compensation design
出处
《岩土工程技术》
2004年第5期252-254,共3页
Geotechnical Engineering Technique
关键词
复合地基
长短桩
承载力
composite foundation
long-short piles
bearing capacity
