Research on the Deformation of the Steel Piles on the Soft Soil

Hong Xing Zhou; Peng Zhi; Han Bin Zhou

doi:10.4028/www.scientific.net/AMM.724.111

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 724Research on the Deformation of the Steel Piles on...

Research on the Deformation of the Steel Piles on the Soft Soil

Abstract:

Recently, the steel piles have been applied for the all engineering field. But the deformation law of the steel sheet piles has the lack of research. So with the help of one project, the article analyses the monitoring data. And compared with the numerical simulation, the research on the deformation law and influence factors of the steel sheet piles are carried on. It lay the good foundation of the experiment.

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Periodical:

Applied Mechanics and Materials (Volume 724)

Pages:

111-116

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.724.111

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Online since:

January 2015

Authors:

Hong Xing Zhou, Peng Zhi, Han Bin Zhou

Keywords:

Deformation, Soft Foundation, Steel Sheet Piles

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References

[1] Blum. Einspannungsverhaeltnisse bei Bohlwerken. Berlin: Wilhelm Ernst &Sohn, (1931).

Google Scholar

[2] Lohmeyer E. Discussion to Analysis of sheet pile bulkheads, by P. Baumann. Proc Am Soc Civ Eng, 1934, 61(3): 347-355.

Google Scholar

[3] M.P. Byfield, R.J. Crawford．Analysis of reduced modulus action in U-section steel sheet piles．Journal of Constructional Steel Research．2004, 60：401-410.

DOI: 10.1016/s0143-974x(03)00119-6

Google Scholar

[4] R.J. Crawford, M.P. Byfield．A numerical model for predicting the bending strength of Larssen steel sheet piles．Journal of Constructional Steel Research．58(2002)：1361-1374.

DOI: 10.1016/s0143-974x(02)00016-0

Google Scholar

[5] Hu Gangzhi. Research on the displacement and the characteristic of stiffness of the steel piles. SCUT. Dissertation. (2006).

Google Scholar