Effect of Bitumen Content on the Mechanical Properties of Composite Geotextile Produced with Hemp and Bitumen

In order to maintain sustainability in construction, using natural materials instead of synthetic materials obtained from limited raw materials in nature is becoming increasingly widespread. In this study, the usability of natural hemp fiber with bitumen as a geotextile was investigated. Accordingly, it was aimed to investigate the effect of bitumen quantity on the mechanical properties of hemp fiber-bitumen composite geotextile by combining hemp fiber with bitumen at different ratios (1×, 1.5×, 2×, 2.5×, 3×, 3.5×, and 4× the weight of hemp fiber). Furthermore, samples with two different hemp amounts (40.95 and 81.9 g) were produced. While studying the mechanical properties, the wide-width tensile strength test was utilized to determine the maximum tensile strength, strain at breaking, breaking toughness, and tensile modulus parameters. Additionally, Fourier transform infrared spectroscopy, thermogravimetric analysis, and scanning electron microscopy were used to observe the chemical structure, thermal degradation, and morphology of bitumen-coated hemp fiber, respectively. The study concluded that the optimum amount of bitumen for producing hemp-fiber bitumen composite geotextile is 3.5 times the weight of hemp fiber, and samples with 81.9 g hemp fiber perform better than samples with 40.95 g hemp fibers. For the composite geotextile produced at this bitumen content, the highest tensile strength was 9.65 kN/m, the breaking tensile load was 1,952.3 N, the strain at breaking was 187.2%, the breaking toughness was 24,040 J/m2, and the initial tensile modulus was 7.4 kN/m.

Authors

Institutions

Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2025-04-29
DOI
https://doi.org/10.1061/jmcee7.mteng-19995
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Effect of Bitumen Content on the Mechanical Properties of Composite Geotextile Produced with Hemp and Bitumen

Ufuk Kırbaş, Utku Köktan, Aytuğ Kumandaş, Gökhan Demir et al.
Journal of Materials in Civil Engineering
Geotechnical Engineering and Soil Stabilization
article

Effect of Bitumen Content on the Mechanical Properties of Composite Geotextile Produced with Hemp and Bitumen

Ufuk Kırbaş, Utku Köktan, Aytuğ Kumandaş, Gökhan Demir, Arife Şimşek
article en

Abstract

In order to maintain sustainability in construction, using natural materials instead of synthetic materials obtained from limited raw materials in nature is becoming increasingly widespread. In this study, the usability of natural hemp fiber with bitumen as a geotextile was investigated. Accordingly, it was aimed to investigate the effect of bitumen quantity on the mechanical properties of hemp fiber-bitumen composite geotextile by combining hemp fiber with bitumen at different ratios (1×, 1.5×, 2×, 2.5×, 3×, 3.5×, and 4× the weight of hemp fiber). Furthermore, samples with two different hemp amounts (40.95 and 81.9 g) were produced. While studying the mechanical properties, the wide-width tensile strength test was utilized to determine the maximum tensile strength, strain at breaking, breaking toughness, and tensile modulus parameters. Additionally, Fourier transform infrared spectroscopy, thermogravimetric analysis, and scanning electron microscopy were used to observe the chemical structure, thermal degradation, and morphology of bitumen-coated hemp fiber, respectively. The study concluded that the optimum amount of bitumen for producing hemp-fiber bitumen composite geotextile is 3.5 times the weight of hemp fiber, and samples with 81.9 g hemp fiber perform better than samples with 40.95 g hemp fibers. For the composite geotextile produced at this bitumen content, the highest tensile strength was 9.65 kN/m, the breaking tensile load was 1,952.3 N, the strain at breaking was 187.2%, the breaking toughness was 24,040 J/m2, and the initial tensile modulus was 7.4 kN/m.

Journal of Materials in Civil EngineeringVol. 37(7)
Ondokuz Mayıs University (TR)
Openalex Percentile: Top 91%
Geotechnical Engineering and Soil Stabilization
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.