摘要
结合平底大头桩在嘉兴地区的工程实践,针对该桩型单桩承载普遍偏低的情况,从该工程区地基土特性与条件,分析了该工程区的桩基的设计与检测的情况,对桩基单桩承载偏低的原因进行了分析,并提出有关对策,以供该桩型在该地区的设计与应用的同行提供参考.
The essay focuses on the causes of low load of flat belled - out piles in Jiaxing District based on the real cases and the geological condition. It also puts forward how to design and test the pile foundation in the local areas in order to improve the low ioad of flat belled-out pile.
出处
《浙江水利水电专科学校学报》
2006年第3期22-24,共3页
Journal of Zhejiang Water Conservancy and Hydropower College
