Experiment of Slurry Shield Tunnel Recycling Waste Sand in Sand-Pebble Layer

Chen Rui Pang; Xin Wen

doi:10.4028/www.scientific.net/AMR.919-921.1104

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Experiment of Slurry Shield Tunnel Recycling Waste...

Experiment of Slurry Shield Tunnel Recycling Waste Sand in Sand-Pebble Layer

Abstract:

Waste soil progressing in shield tunnel construction should occupy large space, on the other hand, do harm to city environment. If the waste sand in silt and fine sand layer can be used as sand source of synchronous grouting, it will bring benefits for the enterprise and society. In indoor experiment, we select waste sand in different layers, sieved as sand source, then use the waste sand to produce slurry and compare their strength with the construction slurry’s. The study found, sieved waste sand in silt and fine sand layer can be used as sand source for making synchronous grouting slurry.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1104-1109

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1104

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Online since:

April 2014

Authors:

Chen Rui Pang, Xin Wen

Keywords:

Recycling Waste Sand, Slurry Shield, Synchronous Grouting

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References

[1] Song Tian-tian, Zhou Shun-hua, Xu Run-ze. Mechanism and Determination of Parameters of Synchronous Grouting in Shield Tunneling. Chinese Journal of Underground Space and Engineering. 2007, 4(1), 130-133.

Google Scholar

[2] GOU Chang-fei etc. Ring distribution model of filling pressure for shield tunnels under synchronous grouting. Chinese Journal of Geotechnical Engineering. 2013, 35(3), 590-598.

Google Scholar

[3] LI Zhi-ming etc. Theoretical study on synchronous grouting filling patterns and pressure distribution of EPB shield tunnels. Chinese Journal of Geotechnical Engineering. 2010, 32(11), 1753-1757.

Google Scholar

[4] Luo Yun-feng etc. Test on cement used in the synchronous grouting of the shield method for metro tunnel. Concrete. 2004, 178, 72-75.

Google Scholar

[5] ZHONG Xiao-chun etc. Reuse of excavated fine sand for back grouting of shield tunneling. Rock and Soil Mechanics. 2008, 29, 293-296.

Google Scholar

[6] WU Quan-li. Design and Experiment Study of Synchronized Grouting Material Ratio. CONSTRUCTION TECHNOLOGY. 2003, 32(1), 55-57.

Google Scholar

[7] WANG Hong- xi etc. Research on the Performance of Synchronous Grouting Material Under Rich and High Water Pressure. CONSTRUCTION TECHNOLOGY. 2007, 36(5), 97-99.

Google Scholar

[8] Shi Zhong-hua, Design and construction of underground railway engineering. Xi an. Shaanxi science and Technology Press. (1997).

Google Scholar