Experimental Results of pH Value and Performance for Waste Glass and Rice Husk Concrete

Experimental results of pH value and other properties for Waste Glass and Rice Husk Concrete (WGRC) by Jiayuan Lou, uploaded to figshare in April 2026. The dataset likely contains experimental measurements from a study investigating the synergistic effects of silicon-to-calcium (Si/Ca) ratios on concrete workability, strength, and durability. The underlying mechanisms were analyzed through microstructural examination.

Use Cases

• Modeling the relationship between Si/Ca ratio and concrete strength based on the described experimental results.
• Analyzing durability metrics like water penetration and sulfate attack resistance based on the described mass loss and ultrasonic velocity data.
• Developing constitutive models for shear damage based on the described nonlinear response characteristics under varying Si/Ca ratios.
• Studying the evolution of C-S-H gel composition over curing age based on the described progressive increase in Si/Ca ratio.

Strengths

• Includes specific performance metrics such as a 0.54% mass loss rate after 180 drying-wetting cycles and a 2.6% ultrasonic velocity reduction.
• Defines an optimal Si/Ca ratio range of 0.46 to 0.58 for overall concrete strength.
• Released under a permissive CC-BY-4.0 license for reuse.

Limitations

• Column-level documentation is absent; field semantics must be inferred after download.
• Row count is unknown, which may limit suitability assessment.
• The dataset is very small at 5.5 KB, indicating limited scope.

Provenance

Source

figshare

Collection Method

Experimental study incorporating glass sand, glass powder, and rice husk ash to produce concrete samples.

Time Range

Curing ages up to at least 90 days are mentioned, but the exact experimental period is not specified.

Freshness

Last updated 2026-04-28 17:44:05; freshness should be verified.

Geography

null