Analysis and Study on Slope Stability of High Fill Subgrade

Qi Zhang

doi:10.4028/www.scientific.net/AMR.919-921.637

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Analysis and Study on Slope Stability of High Fill...

Analysis and Study on Slope Stability of High Fill Subgrade

Abstract:

The slope failure of high fill embankment have a large proportion under self-weight and external conditions,Because of the complexity of the soil deformation and stress,General methods such as the limit equilibrium and numerical analysis have their own limitations,The paper takes high fill subgrade engineering in Fujian province as the background.Adopting analytical method and finite element method calculate the stability coefficient and lateral displacement of high fill embankment slope.moreover,Making a comprehensive judgement to the stability of the slope by comparing with the actual value.The results show that calculation results of these two methods are close.Which can make accurate predictions on high slope stability and determine a judgement.and provides an effective method for the design and construction of the similar project.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

637-640

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.637

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Online since:

April 2014

Authors:

Qi Zhang*

Keywords:

ANSYS, High Slope, Stability Coefficient, Strength Reduction of the Finite Element Horizontal Displacement

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* - Corresponding Author

References

[1] Zu yu Chen etc The stability analysis of soil slope[M]. beijing: China water conservancy and Hydropower Press, （2003）.

Google Scholar

[2] Ben guo He etc. ANSYS civil engineering application examples[M]. China water conservancy and Hydropower Press, 2011 In August.

Google Scholar

[3] FangHao, Weiwei Li etc. Using ANSYS to analysis on slope stability[J], Guizhou hydroelectric power, 2005 In April.

Google Scholar

[4] Yiren Zheng, liang Kong. Geotechnical plastic mechanics[M]. China Building Industry Press, 2010 In May.

Google Scholar

[5] Zhongyi Chen, Jingxing Zhou etc. Soil mechanics[M]. Beijing: Tsinghua University press, （1994）.

Google Scholar

[6] Yinren Zheng, ShangyiZhao, Weiming Shi, Li Ling. Some progress of slope stability analysis[J]. The underground space, 2001 In Dec.

Google Scholar

[7] Ying Nie, Yicong Liang etc, Slope stability analysis and Comprehensive preventive measures. [J]. Building structure, 2009 In April.

Google Scholar