Pervious Concrete Properties with Recycled Red-Clay Ceramic Aggregates

A study by Rafael Jansen Mikami analyzed the influence of red-clay ceramic content in recycled aggregates on pervious concrete properties. The dataset likely contains measurements of compressive strength, permeability coefficient, void content, water absorption, and specific mass for concrete mixes with ceramic waste percentages of 0, 10, 25, 50, and 100%. Permeability ranged from 0.82 to 0.95 cm.s⁻¹, compressive strength varied from below 3.00 MPa to 10.15 MPa, and void content was between 32.13 and 37.35%.

Use Cases

• Predicting compressive strength of pervious concrete based on ceramic waste percentage and specific mass.
• Modeling the permeability coefficient of concrete mixes using water absorption and void content data.
• Optimizing recycled aggregate composition for target concrete properties like strength and permeability.
• Analyzing the relationship between apparent specific mass and compressive strength in pervious concrete.

Strengths

• Concrete properties are measured across five distinct ceramic waste percentages (0, 10, 25, 50, 100%), providing a gradient for analysis.
• Multiple key properties are characterized, including compressive strength (reported up to 10.15 MPa), permeability coefficient (0.82-0.95 cm.s⁻¹), and void content (32.13-37.35%).
• The study compares results from natural aggregate, recycled concrete aggregate, and specifically prepared ceramic-mixed aggregates.

Limitations

• Row count is unknown, which may limit suitability assessment.
• Column-level documentation is absent; field semantics must be inferred after download.
• Last update date is unknown; freshness unverified.

Provenance

Source

Rafael Jansen Mikami via paperswithcode

Collection Method

Experimental analysis of laboratory-prepared pervious concrete samples.