Related Experiment Video
Updated: Jul 15, 2025

Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
Analysis of Compressive Strength of Anhydrite Binder Using Full Factorial Design
Dalia Nizevičienė1, Nora Kybartienė2, Vacius Jusas3
1Faculty of Electrical and Electronics Engineering, Kaunas University of Technology, Studentų Str. 48, LT-50254 Kaunas, Lithuania.
Flue gas desulfurization gypsum (FGD gypsum) calcination temperature significantly impacts anhydrite binder strength over time, with hydration time being the most influential factor. Activators like K2SO4 show a greater effect than Na2SO4.
Area of Science:
- Materials Science
- Civil Engineering
- Chemical Engineering
Background:
- Flue gas desulfurization gypsum (FGD gypsum) is a byproduct of fossil fuel power plants.
- FGD gypsum can be repurposed into valuable anhydrite binders.
- Understanding factors influencing anhydrite binder properties is crucial for sustainable construction materials.
Purpose of the Study:
- To investigate the impact of calcination temperature, activators (K2SO4, Na2SO4), and their amounts on anhydrite binder compressive strength.
- To determine the primary factor influencing compressive strength through statistical analysis.
- To develop a predictive mathematical model for anhydrite binder strength.
Main Methods:
- Calcination of FGD gypsum at temperatures ranging from 500-800 °C.
- Addition of K2SO4 and Na2SO4 activators at varying percentages (0-2%).
- Hydration of anhydrite binder samples over 3-28 days.
- Compressive strength testing.
- Application of a 2^3 full factorial design and multiple linear regression for analysis.
Main Results:
- Increasing calcination temperature initially decreased early-age compressive strength but increased it significantly after 28 days.
- Activators K2SO4 and Na2SO4 substantially enhanced early-age strength but had minimal long-term impact.
- Hydration time was identified as the most significant factor affecting compressive strength, followed by K2SO4's influence over Na2SO4.
- A predictive model with R2 close to 1 and MAPE < 10% was developed.
Conclusions:
- Calcination temperature and hydration time are critical for optimizing FGD gypsum-based anhydrite binder strength.
- Activator choice (K2SO4 > Na2SO4) influences early performance, but long-term strength is primarily governed by hydration and calcination conditions.
- The developed mathematical model accurately predicts anhydrite binder compressive strength within the studied parameter ranges.
Related Concept Videos
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
Bonding and Strength of Aggregate
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...
Relation Between Tensile Strength and Compressive Strength of Concrete
Design Example: Managing Concrete Workability
Compacting Factor test
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...

