Blast Furnace Slag Foundation Packing Grading and Compaction Characteristics Analysis

Xiang Liu; Rui Jie Yu

doi:10.4028/www.scientific.net/AMM.368-370.855

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 368-370Blast Furnace Slag Foundation Packing Grading and...

Blast Furnace Slag Foundation Packing Grading and Compaction Characteristics Analysis

Abstract:

Through the packing particles analysis test and heavy compaction test at different depths of new system of Baotou steel finished product of the test section , analysis of the grain size distribution of slag and fly ash mixture and the content of coarse and fine particles on compaction effect are conducted , the results show that the filler embankment foundation is mainly for uniform gradation and continuous filler, when the coarse particle of the filler is 83% ～ 84% content, the compaction effect is best. Using multiple linear regression, the grain size distribution characteristics of the filler particle size equation, coarse and fine particle content and maximum dry density of the regression equation are obtained .

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Periodical:

Applied Mechanics and Materials (Volumes 368-370)

Pages:

855-859

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.368-370.855

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Online since:

August 2013

Authors:

Xiang Liu, Rui Jie Yu

Keywords:

Dry Density, Foundation Packing, Graded, Size Distribution of Characteristic Function

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References

[1] Liping Liu ， Xuesen She. Study On Compaction Property of Earth-Rock Mixture [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1), 206—209．in Chinese.

Google Scholar

[2] Zhibo Chen， Jungao Zhu，Qiang Wang. Compaction Property of Wide Grading Gravelly Soil [J]. Chinese Journal of Geotechnical Engineering，2008，30(3)：446—449. in Chinese.

Google Scholar

[3] The ministry of railways of the People's Republic of China. TBl0001-2005 railway roadbed design specification [s]. Beijing: China railway publishing house, (2005).

Google Scholar

[4] Qingguo Guo . Coarse grain on the engineering characteristics and application [M]. Zhengzhou: the Yellow River water conservancy press, (1992).

Google Scholar

[5] Shanglin Qin，Shanxiong Chen，Huanyu Song Research on Filling Test of High Embankment with Over Coarse-Grained Soil[J]. Chinese Journal of Rock Mechanics and Engineering，2008, 27(10)：2101—2107. in Chinese.

Google Scholar