摘要
本文通过按理论公式计算与根据静载荷试验结果确定深层搅拌桩复合地基承载力标准值的结果数据的对比分析，提出了在实践中合理设计深层搅拌桩桩长的必要性。
Calculated according to the theoreticform ulaand determ ined by staticloading testofsingle pileand com posite ground,the standard values of bearing capacity of deep m ixed-in-place piles and com posite ground are com pared and analysed in thispaper,w hich concludes thatitis necessary to design a reasonable pile length ofdeep m ixed-in-place in practice.
出处
《水文地质工程地质》
CAS
CSCD
2000年第2期57-58,61,共3页
Hydrogeology & Engineering Geology
关键词
深层搅拌桩
复合地基
桩长
静载试验
承载力
deep m ixed-in-place piles
com positeground
pilelength
staticloading test
bearing capacity
