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党发宁, 刘娜, 何文安. 西安地区单桩荷载传递双曲线模型与工程应用[J]. 岩土工程学报, 2007, 29(9): 1428-1432.
引用本文: 党发宁, 刘娜, 何文安. 西安地区单桩荷载传递双曲线模型与工程应用[J]. 岩土工程学报, 2007, 29(9): 1428-1432.
DANG Faning, LIU Na, HE Wenan. Hyperbolic model of load transfer method for single pile in Xi’an area and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1428-1432.
Citation: DANG Faning, LIU Na, HE Wenan. Hyperbolic model of load transfer method for single pile in Xi’an area and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1428-1432.

西安地区单桩荷载传递双曲线模型与工程应用

Hyperbolic model of load transfer method for single pile in Xi’an area and its engineering application

  • 摘要: 选用双曲线荷载传递函数分析单桩的荷载传递规律。通过分析各参数对传递函数的影响,认为桩土间的极限位移是双曲线传递函数的主要参数。然后以西安地区的26个工程钻孔灌注桩的现场试桩资料为基础,利用Matlab提供的优化工具箱对荷载传递函数中的参数进行了优化,得到各工程中的传递函数的参数,同时发现桩土间极限位移离散程度在各参数中最大,这与理论分析相一致。最后与工程实例进行了对比验证,结果表明,把利用该优化方法得到的双曲线荷载传递函数的参数作为西安地区的经验参数是可靠的。

     

    Abstract: An hyperbolic function was proposed as a load transfer function to analyze the load transfer mechanism of a single pile.By discussing the influence of various parameters on transfer function in this model,it was considered that the limit displacement among pile-soil was a main parameter in transfer function.Based on the test data of bored piles in 26 projects in Xi’an area,the parameters in load transmission function were optimized by using the optimization toolbox in Matlab,and the average values of the function parameters were obtained in every soil layer in every project.It was found that the limit displacement of pile-soil was the most dispersive parameter,which was compatible with the theoretical analysis.Finally,it was shown by the comparison between the calculated results and the actual project that it was feasible to use the average value of the optimal parameter as empirical parameter.

     

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