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A New Penetration Depth Method Using Proctor Compaction Test for Determining the Optimal Starting Time of Hardening
Agnieszka Michalik1, Jacek Zychowicz2
1Building Structures, Geotechnics and Concrete Department, Building Research Institute, Filtrowa 1 Str., 00-611 Warsaw, Poland.
Materials (Basel, Switzerland)
|November 13, 2025
Summary
A new method accurately determines the optimal time for floating concrete floors using the Proctor Compaction Test Apparatus. This ensures proper hardening and bonding, preventing defects in dry shake topping applications.
Area of Science:
- Construction Materials Science
- Civil Engineering
Background:
- Current methods for determining concrete floor floating time are informal and error-prone.
- Existing probe time methods have significant limitations.
- Lack of a scientifically verified method leads to defects in concrete flooring.
Purpose of the Study:
- To develop and validate a precise method for determining the setting time of concrete flooring.
- To establish correlations between concrete strength and the Proctor Compaction Test.
- To provide a reliable technique for the Dry Shake Topping method.
Main Methods:
- Development of a new method based on penetration depth using the Proctor Compaction Test Apparatus.
- Laboratory, pilot, and technical-scale testing for validation.
- Correlation analysis between Proctor Compaction Test results and early concrete strength.
Main Results:
- The optimal floating time is achieved when the Proctor Compaction Test Apparatus penetration depth is 4-7 mm.
- This penetration depth ensures sufficient strength for equipment support and plasticity for bonding.
- Established correlations between Proctor Compaction Test results and early concrete strength.
Conclusions:
- The developed Proctor Compaction Test method provides accurate and immediate results for concrete flooring.
- This method enhances the quality of dry shake topping applications by ensuring correct floating timing.
- The technique is applicable to all concrete mixes used in flooring.
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