Rheological and Performance Properties of a Bituminous Binder Modified with Date Kernel Powder

This study presents an experimental investigation into the direct use of date kernel powder (DKP) as a biomass-based modifier for bituminous binders, with the aim of evaluating its feasibility as a sustainable binder modifier. DKP was incorporated into a conventional bituminous binder at different contents (5, 10, 15, and 20 wt.% by weight of binder), and its physicochemical properties were characterized using SEM, XRD, and FTIR. The rheological and performance properties of the modified binders were evaluated through conventional tests, aging procedures, rotational viscosity (RV), dynamic shear rheometer (DSR), bending beam rheometer (BBR), and linear amplitude sweep (LAS) testing, and the performance grades (PG) of all binders were determined. The results indicate that DKP addition increases binder stiffness and reduces temperature susceptibility while maintaining acceptable fatigue and low-temperature performance. Performance grading results showed that the high-temperature grade increased from PG 64 to PG 70 and the low-temperature grade improved from PG-22 to PG-34 at a DKP content of 15%. LAS test results indicated that fatigue life was maintained or improved at intermediate temperatures. Among the tested contents, 15% DKP provided the most balanced performance considering performance grade improvement, fatigue behavior, and workability characteristics, while higher contents resulted in increased stiffness. Overall, the findings suggest that DKP is a promising modifier for bituminous binders at the binder level. However, further studies at the mixture and field scale are recommended to confirm the long-term engineering applicability of DKP-modified binders.

Authors

Institutions

Publication Details

Journal
Materials
Published
2026-03-13
DOI
https://doi.org/10.3390/ma19061120
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Rheological and Performance Properties of a Bituminous Binder Modified with Date Kernel Powder

Ceren Beyza İnce
Materials
Asphalt Pavement Performance Evaluation
article

Rheological and Performance Properties of a Bituminous Binder Modified with Date Kernel Powder

Ceren Beyza İnce
article en

Abstract

This study presents an experimental investigation into the direct use of date kernel powder (DKP) as a biomass-based modifier for bituminous binders, with the aim of evaluating its feasibility as a sustainable binder modifier. DKP was incorporated into a conventional bituminous binder at different contents (5, 10, 15, and 20 wt.% by weight of binder), and its physicochemical properties were characterized using SEM, XRD, and FTIR. The rheological and performance properties of the modified binders were evaluated through conventional tests, aging procedures, rotational viscosity (RV), dynamic shear rheometer (DSR), bending beam rheometer (BBR), and linear amplitude sweep (LAS) testing, and the performance grades (PG) of all binders were determined. The results indicate that DKP addition increases binder stiffness and reduces temperature susceptibility while maintaining acceptable fatigue and low-temperature performance. Performance grading results showed that the high-temperature grade increased from PG 64 to PG 70 and the low-temperature grade improved from PG-22 to PG-34 at a DKP content of 15%. LAS test results indicated that fatigue life was maintained or improved at intermediate temperatures. Among the tested contents, 15% DKP provided the most balanced performance considering performance grade improvement, fatigue behavior, and workability characteristics, while higher contents resulted in increased stiffness. Overall, the findings suggest that DKP is a promising modifier for bituminous binders at the binder level. However, further studies at the mixture and field scale are recommended to confirm the long-term engineering applicability of DKP-modified binders.

MaterialsVol. 19(6)
Malatya Turgut Özal Üniversitesi (TR), Turgut Özal University (TR)
Responsible consumption and production
Openalex Percentile: Top 23%
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.