摘要
螺杆桩作为一种新桩型研究较少,根据泥岩地基的螺杆桩静载荷试验资料,分析了螺杆桩竖向荷载的传递机理,给出了极限承载力的计算公式,为今后泥岩地基的螺杆桩应用提供依据。
As a new type pile, Research on Half-screwed Filing Pile is far from enough. The vertical load transmission mecha- nism thoroughly is analyzed about Half-screwed Filing Pile in mudstone foundation based on the static load experiment results, except , ultimate hearing capacity formula is deduced and the reliability basis of the half-screwed pile design is provided.
出处
《土工基础》
2013年第1期69-71,共3页
Soil Engineering and Foundation
关键词
螺杆桩
泥岩地基
承载性能
极限承载力公式
Half-screwed Filing Pile, mudstone foundation, bearing capability, expressions of the ultimate bearing capability