Mechanism and Theoretical Calculations of Buttress Anti-Slide Pile

Xin Xing Wu; Ying Fa Lu; Xu Dong Fu

doi:10.4028/www.scientific.net/AMR.671-674.713

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Mechanism and Theoretical Calculations of Buttress...

Mechanism and Theoretical Calculations of Buttress Anti-Slide Pile

Abstract:

Anti-slide pile was widely used in the slope-sliding control，based on the traditional Anti-slide pile, a kind of high efficiency and good effect new slope anti-slide pile-Buttress Anti-slide Pile-was put forward,which changed the cantilever stress condition and the mechanism of depending entirely on lateral subgrade reaction to balance the landslide thrust of the traditional anti-slide pile, and the theoretical calculation formula is deduced.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

713-717

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.713

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Online since:

March 2013

Authors:

Xin Xing Wu, Ying Fa Lu, Xu Dong Fu

Keywords:

Anti-Sliding Mechanism, Buttress Anti-Slide Pile, Modulus of Subgrade Reaction

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References

[1] The Second Railway Survey and Design Institute. Anti-slide pile design and calculation. China Railway Publishing , Beijing (1983), in press.

Google Scholar

[2] Yokoyama Yukima, Tang Ye-qing. Pile structure calculation method and calculation example. translator: Wu Qing-Sun, China Railway Publishing, Beijing (1984), in press.

Google Scholar

[3] Hu RenLi. Bridge pile foundation analysis and design. China Railway Publishing , Beijing (1984), in press.

Google Scholar

[4] KIM B T, KIM N K, LEE W J, et al. Experimental load–transfer curves of laterally loaded piles in Nak-Dong River sand[J]. Journal of Geotechnical and Geo- environmental Engineering, ASCE, 2004, 130(4): 416－425.

DOI: 10.1061/(asce)1090-0241(2004)130:4(416)

Google Scholar

[5] KARTHIGEYAN S, RAMAKRISHNA V V G S T, RAJAGOPAL K. Influence of vertical load on the lateral response of piles in sand[J]. Computers and Geo- technics, 2006, 33(2): 121－131.

DOI: 10.1016/j.compgeo.2005.12.002

Google Scholar

[6] KARTHIGEYAN S, RAMAKRISHNA V V G S T, RAJAGOPAL K. Numerical investigation of the effect of vertical load on the lateral response of piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2007, 133(5): 512－521.

DOI: 10.1061/(asce)1090-0241(2007)133:5(512)

Google Scholar

[7] WU Ming, ZHAO Minghua. Study of pile-soil inter- action under large deflection and its model test[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 436－440.

Google Scholar