Analysis of Numerical Simulation of Micropiles Reinforcing Shallow Landslide

Hui He; Yan Bing Liu

doi:10.4028/www.scientific.net/AMR.446-449.2663

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Analysis of Numerical Simulation of Micropiles...

Analysis of Numerical Simulation of Micropiles Reinforcing Shallow Landslide

Abstract:

Based on the predecessors’ achievements and combined with the engineering project of Jinquan temple landslide located in Hanzhong city of Shanxi province, this paper takes international general geotechnical engineering professional analysis software—FLAC3D to do the numerical simulation. The deformation characteristics and mechanical properties of micropiles in lateral loads are researched. Working performance and load transfer rule of micropiles are analyzed. It is useful for the design of micropiles in 3 rows. It also has positive significance on the construction and design of micropiles reinforcing shallow landslide.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2663-2666

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2663

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Online since:

January 2012

Authors:

Hui He, Yan Bing Liu

Keywords:

FLAC^3D, Landslide, Micropiles, Numerical Simulation

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References

[1] Cantoni R. A design method for reticulated micropiles structure insliding slopes. Ground Engineering May. 1989, 22(1): 41-47.

Google Scholar

[2] Bruce D A, Dimillio A F, Juran I. Introduction to micropiles: an international perspective. In: William F K ed. Foundation and Repair for Infrastructure improvement [C]. New York: Geotechnical Special Publication, ASCE, 1995. 1-26.

Google Scholar

[3] Chuanzheng Tang, Wutang Shu. Application of micro steel pipe pipes to deal with pit destruction[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(2): 5459-5463. (in Chinese)

Google Scholar

[4] Guangwen Ding, Xin Wang. Application of micropiling compound structure in a landslide treatment engineering[J]. Geotechnical Engineering Technique, 2004, 18(l): 47-50. (in Chinese)

Google Scholar

[5] Lingling Qian, Zhuguo Fan. Analysis of Single Pile under Vertical Load of Pile-soil Interaction in the Numerical Simulation Using FLAC3D[J]. Science Technology and Engineering, 2010, 33. (in Chinese)

Google Scholar