桩土摩擦粘着特性及分析方法
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国家自然科学基金项目(面上项目,重点项目,重大项目)


Characteristic and Analysis Method of Friction and Adherence of Pile and Soil
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The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    同一土层的桩侧摩阻力在不同条件下取值会有很大区别,因此有必要对桩侧摩阻力的影响因素进行分析。分析了桩土的摩擦粘着机理,指出影响侧摩阻力的因素主要为桩土界面强度及土层强度,其中桩土界面强度包括界面摩擦力和界面粘着力两部分。根据机理分析提出使用有限元法配合试验结果进行分析应包括两方面的内容:(1)根据试验实测结果通过试算确定侧摩阻力极值由桩土界面强度决定还是由土层强度决定,(2)若侧摩阻力由界面强度决定则根据土层特性进行摩擦系数假定,进而确定界面摩擦力及粘着力。介绍了ADINA建模及计算过程。通过应用一组混凝土短桩的静载试验结果进行计算分析来说明分析过程。

    Abstract:

    The shaft soil resistance of pile may change in different situation. It is important to analyze the influence factors of it. The friction and adherence mechanics of shaft soil resistance of pile are analyzed. It is indicated that the main influence factors are the strength of pile-soil interface and the strength of soil. The strength of pile-soil interface include interface friction and interface adherence. Accordingly, finite element analysis of testing piles should include following content. First, to judge the destroy position in the pile-soil interface or in the soil by trial calculation. Second, if the destroy is judged to be in the pile-soil interface, a further calculate is needed to make clear the proportion of friction and adherence by presuming the friction coefficient. The ADINA program for pile analysis is introduce in the paper. A set of side friction testing results of a group of concrete short pile in middle weathered rock is analyzed using ADINA program to illuminate the analysis procedure.

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宋兵. 桩土摩擦粘着特性及分析方法[J]. 科学技术与工程, 2010, (9): .
songbing. Characteristic and Analysis Method of Friction and Adherence of Pile and Soil[J]. Science Technology and Engineering,2010,(9).

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历史
  • 收稿日期:2009-12-20
  • 最后修改日期:2009-12-20
  • 录用日期:2009-12-31
  • 在线发布日期: 2010-03-26
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