Study of the Pervious Concrete Properties Using the Experimental Design Method

Tun Chi Fu; Ran Huang; Wei Chung Yeih; Jiang Jhy Chang; Pin Chan Lee

doi:10.4028/www.scientific.net/AMR.1089.253

Paper Titles

Mechanical Behaviors of Slender Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete
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Numerical Analysis on the Failure Mode of Stage Backfill Stope due to Mining Disturbance
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Research on Permeability Coefficient about Tertiary System Sandstone of Humaling Tunnel
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Research on Precision of Partial Coefficient Finite Element Method in Stability Analysis for Rock Slope
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Study of the Pervious Concrete Properties Using the Experimental Design Method
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Study on the Physical and Mechanical Performance of Graphite Foamed Cement-Based Material
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The Elastoplastic Finite Element Analysis for the Deep Anti-Sliding Stability of Gravity Dam by the Method of Overloading
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The Initial Selection Method Study of SMA Asphalt Mixture Gradation Curve Based on Orthogonal Experiment
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The Numerical Analysis of Concrete Mechanical Properties and Ductility of Coupling Beam
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1089Study of the Pervious Concrete Properties Using...

Study of the Pervious Concrete Properties Using the Experimental Design Method

Abstract:

The prevention of urban floods and heat islands has become key emerging topics following recent climate changes. Pervious concrete can be used to effectively promote rainwater run-off into the ground, conserve base water, control floods, and regulate temperature. In addition, integrating and applying recycled aggregates, such as slag, in pervious concrete is an emerging development trend for enhancing the protection of environmental sustainability. In this study, we investigated various quality characteristics of pervious concrete. We adopted the design of experiment method as the research method, in which orthogonal arrays, factor response analysis, and analysis of variance were used to analyze data, and water-cement ratio, aggregate size, aggregate type, and cement paste filler ratio were the control factors. The analysis results obtained in this study can serve as a reference for pervious concrete proportioning designs.