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超长桩有效桩长问题的探讨
引用本文:王高科,王国涛,张春.超长桩有效桩长问题的探讨[J].水运科技信息,2008(1):42-43.
作者姓名:王高科  王国涛  张春
作者单位:[1]武汉理工大学交通学院,武汉430063 [2]河南省淅川县交通局,淅川474450 [3]中国建筑第五工程局广东分公司,东莞523000
摘    要:超长桩在大型桥梁和高层建筑中得到了越来越广泛的应用,实际工程中往往会出现桩越来越长的现象,有时桩太长会造成浪费,且不科学,所以有必要研究超长桩的有效桩长问题。运用数学和力学知识,在假定计算模型的基础上,从理论上推导了超长桩的有效桩长的计算公式。结果表明,有效桩长与工作荷载下的桩顶沉降、桩身刚度、桩顶工作荷载及桩侧土体性质有关。这对软土地区超长桩的设计有着重要的指导意义和适用价值。

关 键 词:超长桩  摩擦桩  有效桩长  理论公式
收稿时间:2007-09-17

Research on Effective Length of Super-long Single Pile
Wang Gaoke , Wang Guotao , Zhang Chun.Research on Effective Length of Super-long Single Pile[J].Transportation Science & Technology,2008(1):42-43.
Authors:Wang Gaoke  Wang Guotao  Zhang Chun
Abstract:The super-long piles have been widely applied in large-span bridges and high buildings, but there is phenomenon that the piles are becoming more and more longer. Sometimes it brings on waste and it is not scientific, so it is necessary to study the effective length of the super-long piles. The cal- culation formula of effective length was derived from theory with the use of mathematics knowledge and mechanics knowledge based on the calculation model. According to the research the effective length was influenced by the settlement under the working load, the rigidity of the pile and the working load on the top of the pile. It has significant instruction and application significance for design of super-long piles in soft soil.
Keywords:super-long piles  frictional piles  effective length of pile  formula in theory
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