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陆培炎, 熊丽珍, 陈韶永, 陈名卿. 三次及双三次样条函数应用于土的非线性分析[J]. 岩土工程学报, 1982, 4(1): 46-62.
引用本文: 陆培炎, 熊丽珍, 陈韶永, 陈名卿. 三次及双三次样条函数应用于土的非线性分析[J]. 岩土工程学报, 1982, 4(1): 46-62.
Lu Pei-yan, Xiong Li-zhen, Chen Shao-yong, Chen Ming-qing. Nonlinear Analysis of Soils Using the Cubic and Bicubic Spline Function[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(1): 46-62.
Citation: Lu Pei-yan, Xiong Li-zhen, Chen Shao-yong, Chen Ming-qing. Nonlinear Analysis of Soils Using the Cubic and Bicubic Spline Function[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(1): 46-62.

三次及双三次样条函数应用于土的非线性分析

Nonlinear Analysis of Soils Using the Cubic and Bicubic Spline Function

  • 摘要: 本文论述应用三次样条函数及双三次样条函数求变形模量E及泊松比υ的方法.并应用于大塘埇水坠坝比奥固结课题有限元的非线性分析中,计算与实测相比,颇为近似。+

     

    Abstract: In this paper, procedures to obtain deformation modulus E, and Poissons ratio v, by means of cubic spline function and bicubic spline function are presented and discussed. The procedures are applied to finite element nonlinear analysis of Biot consolidation problem for the Datangchong homogeneous hydraulic-fill dam in Guangdong. Comparison between the results from theoretical calculations and field experimental data shows that they attain rather good approximation.

     

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