The Safety Assessment of Bored Pile Retaining Wall Based on Back Analysis for Bending Moment

Tao Liu; Yun Bin Chen

doi:10.4028/www.scientific.net/AMM.353-356.1015

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356The Safety Assessment of Bored Pile Retaining Wall...

The Safety Assessment of Bored Pile Retaining Wall Based on Back Analysis for Bending Moment

Abstract:

Dynamic safety assessment of internal force of retaining wall is of great significance to ensure the safety construction of deep foundation pile, and the key is to get the actual bending moment. The curvature is acquired by curve fitting of retaining wall reformation with the least squared method, and the actual bending moment can be obtained by multiplying the curvature and retaining wall bending stiffness. This method overcomes the difficult that the actual bending moment cannot be directly measured, at the same time, the cost savings would be of great advantage. As the monitoring item of foundation pile which must be implemented, retaining wall deformation has sufficient data, which provide a solid foundation for the engineering application of back analysis of bending moment. This studied the safety assessment of bored pile retaining wall based on back analysis for bending moment and obtained some beneficial conclusions.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1015-1023

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1015

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Online since:

August 2013

Authors:

Tao Liu, Yun Bin Chen

Keywords:

Back Analysis for Bending Moment, Bored Pile Retaining Wall, Curvature, Least-Square Method (LSM)

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References

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