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用经验参数法确定南宁地区单桩承载力的研究 被引量:2
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作者 苏延任 《浙江建筑》 2011年第3期35-38,共4页
在对南宁地区的岩土地质进行调査的基础上,分别对该地区摩擦型桩和端承型桩进行基桩载荷试验,并将数据进行分析处理,得到各种桩型的桩参数与承载力之间的关系。最后得出结论并提出建议。此研究结果可为南宁地区的桩基承载力设计提供参考。
关键词 地基 基桩承载力设计 载荷试验 经验参数法
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Parameter analysis of composite pile foundation in bridge foundation
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作者 LI Guangxing WANG Rusheng +1 位作者 WANG Lei WANG Jinsong 《Global Geology》 2012年第1期42-47,共6页
In the current theory of bridge foundation design,all of the loads above the cap are loaded by the pile,and the bearing capacity of the soil among piles is not taken into account.In order to analyze the bearing capaci... In the current theory of bridge foundation design,all of the loads above the cap are loaded by the pile,and the bearing capacity of the soil among piles is not taken into account.In order to analyze the bearing capacity of the soil among piles in bridge pile foundation,a model of pile foundation is established based on a bridge foundation which is under construction,and by the finite element analysis software ANSYS.According to the results of finite element analysis(FEA)and current bridge foundation design theory,a feasible composite pile foundation which can be applied in the design of bridge foundation,is recommended.Additionally,a number of modifications are made to the original design.It was confirmed that these modifications derived from numerical simulations can improve the performance of the foundation. 展开更多
关键词 composite pile foundation bridge foundation finite element simulation analysis
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