Complex modulus of Cement Bitumen Treated Material Mixture C3E4 cores obtained from the field section (28-365 days of curing at the field and later in laboratory at 20C)

Description

Dataset presents data of complex modulus determined for cold recycled mixture – cement bitumen treated material mixture with following binding agents: 3% cement, 4% emulsion (C3E4). Mixture was designed according to Polish requirements for the base course of pavement. Specimen were obtained from the field at 28, 180, 270 and 365 days after compaction. Mixture contains 70% of RAP material. Specimen size: f=100 mm, h=150mm.

Data was obtained on the Simple Performance Tester (IPC global) for 1 temperatures (+20°C) and varied curing times (28, 42, 90, 180, 270 and 365 days - see description in the dataset). Gauge length was 70 mm.

Test load was selected as haversine compression with varied target strain range – from 10-20µstrain up to 200-210µstrain.

Dataset file

Linearity check - Complex Modulus (SPT) - Cores obtained from the field (Argentum).xlsx

54.3 kB, S3 ETag f34c9a4e80081594d400ff3685fd8344-1, downloads: 47

The file hash is calculated from the formula
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

download

File details

License:: open in new tab

CC BY-NC

Non-commercial

Details

Year of publication:

2024

Verification date:

2024-01-19

Dataset language:

English

Fields of science:

civil engineering, geodesy and transport (Engineering and Technology)

DOI:

10.34808/p6ph-mx41

Series:

Argentum I, IDUB

Verified by:

Gdańsk University of Technology

Keywords

References

publication The dependence of linear viscoelasticity limits of cold-recycled mixtures on time of curing and compaction method

Cite as

Authors

seen 97 times

Search