Different Gradations Cement Improved Phyllite Test Analysis

Yan Qin Chen; Hui Jun Zhang; Tie Quan Wang

doi:10.4028/www.scientific.net/AMR.919-921.1894

Paper Titles

Intensity Errors and Origins of Catalyzed Concrete
p.1876

Crack Self-Healing Properties of Concrete with Adhesive
p.1880

Creep Behavior of High-Performance Concrete
p.1885

Destructive and Nondestructive Testing on Silica Fume Concrete
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Different Gradations Cement Improved Phyllite Test Analysis
p.1894

Effect of Emulsified Waste Oil on Micro-Structure and Autogenous Shrinkage of the High Strength Concrete
p.1899

Effect of Polypropylene Fiber on the Properties of Cement Mortar
p.1903

Effect of Rubber Powder Dosage on Performance of Cement Concrete
p.1908

Experimental Research on the Freeze-Thaw Resistance of Basalt Fiber Reinforced Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Different Gradations Cement Improved Phyllite Test...

Different Gradations Cement Improved Phyllite Test Analysis

Abstract:

The paper analyzed the phyllite properties in the highway from Shiyan-Tianshui the eastern An-kang 25^th section through the related indoor and outdoor testing. As the on-site filler CBR value didnt meet highway subgrade filling on the filler mechanical properties, and it should be improved with cement. The engineering and compaction properties were analyzed under different cement doses and gradation combinations, whose result was shown that selecting the improved phyllite gradation composition of 5% cement content and 60% stone content was the optimal. In that it could not only meet subgrade strength design requirement and the on-site application, but also be the most economical and reasonable.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1894-1898

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1894

Citation:

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Online since:

April 2014

Authors:

Yan Qin Chen*, Hui Jun Zhang, Tie Quan Wang

Keywords:

Cement Improvement, Experimental Research, Gradation Combination, Road Engineering, Strongly Weathered Phyllite

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* - Corresponding Author

References

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