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泥岩地基螺杆桩竖向承载性能试验分析 被引量:7

Test Analysis on the Bearing Behavior of Half-screwed Filing Pile in mudstone foundation
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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.
作者 谭方 吴帅
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
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