Experimental Study on Mechanical Properties of Rock Pile

Ming Kui Huang; Xi Wu Yang

doi:10.4028/www.scientific.net/AMR.168-170.303

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Experimental Study on Mechanical Properties of...

Experimental Study on Mechanical Properties of Rock Pile

Abstract:

Rock pile is a typical kind of adverse engineering geologic phenomenon in mountainous engineering construction. In this paper, the Shui-ma(from Shuifu to Maliu Bay) expressway subgrade of rock pile in Yunnan Province is analyzed, and the mechanical properties of the rock pile are studied through indoor experiments. The results indicate that the main factor determining the engineering properties of rock pile is the particle composition, while the most influencing factor is the content of coarse particles. The relevant results can provide reference to engineering properties study of rock pile for other place.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

303-306

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.303

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Online since:

December 2010

Authors:

Ming Kui Huang, Xi Wu Yang

Keywords:

Adverse Geologic Phenomenon, Mechanical Property, Rock Pile, Subgrade

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References

[1] China Railway First Survey and Design Institute. Subgrade(handbook of railway engineering design location and track) [M]. Beijing: China Railway Publishing House, (1992).

DOI: 10.18057/icass2018.p.035

Google Scholar

[2] GUO Qingguo. Engineering properity and application of coarse grained soil[M]. Zhengzhou: Yellow River Water Conservancy Publishing House, (1998).

Google Scholar

[3] Do Lille Du, Cole Nie Nazarbayev, Visnjan Fanuc. Subgrade in the areas of landslide and rock piles[M]. Beijing: China Communications Press, (1956).

Google Scholar

[4] WEI Yongxing. The Subgrade Problems and Strategies of the Rock pile in Nei-kun Railway[J]. Subgrade, 2000(3): 16-18.

Google Scholar

[5] ZHANG Lei, GU Wenhong, WEN Xian, et al. Three-Dimensional Numerical Simulation Study on Rock Slope Stability[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(6): 1104-1108.

Google Scholar

[6] ZHU Yaoqiang, LI Ziyou. The Combined Appraisal of large Ground Talus Solidify Injecting effects[J]. ShanXi Architecture, 2008, 34(8): 6-7.

Google Scholar