Theoretical Analysis on Settlement Calculation of Pile Foundation with Minimum Complementary Energy of Elastic Mechanics Based on the Ritz Variational Method

Zhi Ran Yao; Xin Sheng Ge

doi:10.4028/www.scientific.net/AMR.788.636

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788Theoretical Analysis on Settlement Calculation of...

Theoretical Analysis on Settlement Calculation of Pile Foundation with Minimum Complementary Energy of Elastic Mechanics Based on the Ritz Variational Method

Abstract:

In this paper, based on the model test，numerous deductions and calculations have been done, which was about the settlement of single pile and pile group in homogeneous foundation. With minimum complementary energy of elastic mechanics on the basis of the ritz variational method, through the MATLAB programming, theoretical calculation results were obtained, then comparison and analysis with the model test results were made to verify the feasibility of theoretical calculation.

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Periodical:

Advanced Materials Research (Volume 788)

Pages:

636-639

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.788.636

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Online since:

September 2013

Authors:

Zhi Ran Yao, Xin Sheng Ge

Keywords:

Foundation of Pile-Group, Settlement, Variational Method, Virtual Soil Pile

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References

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