Seismic Design of Reasonable Spacing between Anti-Slide Pole Board Wall of High and Steep Slope in High-Intensity Earthquake Region

Bo Liang; De Gong Liu; Lin Jie Chen; Chao Yu

doi:10.4028/www.scientific.net/AMR.255-260.2588

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Seismic Design of Reasonable Spacing between...

Seismic Design of Reasonable Spacing between Anti-Slide Pole Board Wall of High and Steep Slope in High-Intensity Earthquake Region

Abstract:

The determination of reasonable pile spacing is one of the key technologies in anti-slide pole board wall design. The previous study on soil arch effect merely consider the action of long duration load instead of short-term load (seismic force). Based on the soil arch effect, this paper take account of side slope grade and the influence of seismic force, and analyze the strained condition of soil arch between piles. Through the controlling conditions by soil arch effect, the paper obtain a reasonable formula for calculating pile spacing.Combining with high intensity earthquake, this paper analyze the relation between pile spacing and landslide thrust behind piles,soil cohesion stress and internal frictional angle. Finally, it takes the anti-slide pole board wall project in Chongqing-Lichuan railway for example to analyze and validate , then come to the point that there is a difference between general design and seismic design of anti-slide pole board wall.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

2588-2593

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.2588

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Online since:

May 2011

Authors:

Bo Liang, De Gong Liu, Lin Jie Chen, Chao Yu

Keywords:

Anti-Slide Soil Pole Board Wall, Earthquake, High Slope, Pile Spacing, Soil Arch Effect, Steep Slope

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References

[1] Karl T: Theoretical soil mechanics( 4th edition) ( John Wiley & Sons ,New York,1947), p.66–76.

Google Scholar

[2] Bitang Zhu, Yiliang Liu: Geotechnical EngineerVol. 4(2001), p.1–4,in Chinese.

Google Scholar

[3] Haili Jia, Chenghua Wang et al: Journal of Engineering Geology Vol.8(2003), p.398–402,in Chinese.

Google Scholar

[4] Yinghua Zhou, Depei Zhou et al: Rock and soil mechanics Vol. 3(2006),p.245–247, in Chinese.

Google Scholar

[5] Yumin Tu, Zhiyu Jin: Chinese Journal of Geotechnical Engineering Vol. 7(2005),p.792–795, in Chinese.

Google Scholar

[6] Kunlin Lu, Xiaolei Han et al: Journal of Hefei University of Technology Vol. 8(2006), p.1029–1056, in Chinese.

Google Scholar

[7] Depei Zhou, Shiguo Xiao et al: Chinese Journal of Geotechnical Engineering Vol.1(2004), p.132–135, in Chinese.

Google Scholar

[8] Minghua Zhao, Binbin Liao et al: Rock and Soil Mechanics Vol.4(2010), p.1211–1216,in Chinese.

Google Scholar