Stiffness modulus (deformation sweep test) of Cement Bitumen Treated Material Mixture C3E5.5 (over 28 days of curing at 20C)
Description
Dataset presents data of stifness modulus determined for cold recycled mixture – cement bitumen treated material mixture with following binding agents: 3% cement and 5.5% emulsion (C3E5.5). Mixture was designed according to Polish requirements for the base course of pavement. Mixture contains 60% of RAP material. Material was obtained from the field before compaction, and compacted in Road Research Laboratory. Specimen size: f=100 mm, h=60mm. Specimen before the test were cured for more than 28 days at T of 20C and RH of 40-70%.
Data was obtained in the HYD-25 hydraulic universal machine (Cooper Ltd) for 1 temperature (+20°C). Deformation sweep test was used (on the basis of indirect tensile stiffness modulus test; IT-CY scheme acc. to EN 12697-24 standard)
Test load was selected as impulse loading with varied target deformation range – from 2 µm up to 15 µm.
Dataset file
hexmd5(md5(part1)+md5(part2)+...)-{parts_count}
where a single part of the file is 512 MB in size.Example script for calculation:
https://github.com/antespi/s3md5
File details
- License:
-
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CC BYAttribution
Details
- Year of publication:
- 2025
- Verification date:
- 2025-04-18
- Dataset language:
- English
- DOI:
- DOI ID 10.34808/nmab-ek34 open in new tab
- Funding:
- Series:
- Verified by:
- Gdańsk University of Technology
Keywords
References
- publication Evaluation of Damage and Nonlinearity of Cold Recycled Materials Mixtures Using a New Strain Sweep Testing Procedure
- dataset Fatigue data of Cement Bitumen Treated Material Mixture C3E5.5 (over 28 days of curing at 20C)
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