Evaluation on Compressive Strength and Workability of Green High-Performance Concrete by Grey Relational Grade

Xin Zhang; Dong Yang

doi:10.4028/www.scientific.net/AMM.438-439.166

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Evaluation on Compressive Strength and Workability...

Evaluation on Compressive Strength and Workability of Green High-Performance Concrete by Grey Relational Grade

Abstract:

Applying grey relational analysis method, this paper calculated the relational grades between the mix proportion parameters and the compressive strength, the slump of green high-performance concrete (GHPC) respectively. Besides, the sequence results of influencing degree of the factors affecting the compressive strength and workability were obtained. The results indicate that the compressive strength and slump of GHPC are affected by various mix proportion factors with different sensitivity, and the sensitivity could be well analyzed by the grey relational analysis. Among the four selected parameters of mix proportion such as water to binder ratio, cement dosage, fly ash dosage and sand ratio, the water to binder ratio and the cement dosage greatly influence on the compressive strength of GHPC, the water to binder ratio and the sand ratio greatly influence on the workability of GHPC.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

166-169

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.166

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Online since:

October 2013

Authors:

Xin Zhang, Dong Yang

Keywords:

Compressive Strength, Green High-Performance Concrete, Grey Relational Grade, Workability

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References

[1] P. Zhu, H. Chen, G. Xiong, X. Deng, Research on green high performance concrete-workability and strength concrete, Concrete, 25 (2003) 19-22.

Google Scholar

[2] P. Zhang, Q. Li, H. Zhang, Combined effect of polypropylene fiber and silica fume on mechanical properties of concrete composite containing fly ash, Journal of Reinforced Plastics and Composite, 30 (2011) 1851-1860.

DOI: 10.1177/0731684411425974

Google Scholar

[3] JTJ E30-2005, Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering, China Communications Press, Beijing, (2005).

Google Scholar

[4] Q. Liu, V. Singh, H. Xiang, Plot erosion model using gray relational analysis method, Journal of Hydrologic Engineering, 10 (2005) 288-294.

DOI: 10.1061/(asce)1084-0699(2005)10:4(288)

Google Scholar