Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar

In order to explore the feasibility and efficacy of reed-fiber-modified bitumen (RFMB), three lengths and three dosages of reed fibers were selected to modify bitumen and bituminous mortar, while the physicochemical properties of RFMB and RFMB mortar were analyzed. In this work, FTIR spectroscopy wa...

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Main Authors: Huikun Chen, Junyan Zhang, Dongyu Niu, Xueyan Liu, Peng Lin
Format: Article
Language:English
Published: MDPI AG 2024-09-01
Series:Buildings
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Online Access:https://www.mdpi.com/2075-5309/14/9/2749
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author Huikun Chen
Junyan Zhang
Dongyu Niu
Xueyan Liu
Peng Lin
author_facet Huikun Chen
Junyan Zhang
Dongyu Niu
Xueyan Liu
Peng Lin
author_sort Huikun Chen
collection DOAJ
description In order to explore the feasibility and efficacy of reed-fiber-modified bitumen (RFMB), three lengths and three dosages of reed fibers were selected to modify bitumen and bituminous mortar, while the physicochemical properties of RFMB and RFMB mortar were analyzed. In this work, FTIR spectroscopy was employed to characterize the chemical impact of fiber on bitumen. The viscidity and rheology of RFMB and the tensile strength of RFMB mortar were evaluated using a Brookfield viscometer, dynamic shear rheometer, and monotonic tensile test. The results showed that adding fibers primarily affects the physical structure rather than the chemical composition of bitumen, confirmed by FTIR spectroscopy. RFMB viscosity increased with higher fiber dosage and fiber length. Rheological evaluations showed an enhanced complex shear modulus for RFMB, suggesting improved performance at higher temperatures but increased stiffness at lower temperatures, with the latter indicating reduced flexibility. RFMB also demonstrated superior fatigue and rutting resistance, albeit with compromised stress sensitivity. Tensile tests on RFMB mortar highlighted significant improvements, especially with longer fibers, while shorter 0.4 mm fibers showed modest reinforcement effects, possibly due to uneven distribution during sample preparation.
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spelling doaj-art-a71d34f870ff41d6b51b5fb87c130a442025-08-20T01:56:01ZengMDPI AGBuildings2075-53092024-09-01149274910.3390/buildings14092749Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous MortarHuikun Chen0Junyan Zhang1Dongyu Niu2Xueyan Liu3Peng Lin4School of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaShaanxi Construction Engineering Eighth Construction Group Co., Ltd., Xi’an 710061, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaSection of Pavement Engineering, Department of Engineering Structures, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The NetherlandsMinistry of Infrastructure and Water Management (Rijkswaterstaat), Griffioenlaan 2, 3526 LA Utrecht, The NetherlandsIn order to explore the feasibility and efficacy of reed-fiber-modified bitumen (RFMB), three lengths and three dosages of reed fibers were selected to modify bitumen and bituminous mortar, while the physicochemical properties of RFMB and RFMB mortar were analyzed. In this work, FTIR spectroscopy was employed to characterize the chemical impact of fiber on bitumen. The viscidity and rheology of RFMB and the tensile strength of RFMB mortar were evaluated using a Brookfield viscometer, dynamic shear rheometer, and monotonic tensile test. The results showed that adding fibers primarily affects the physical structure rather than the chemical composition of bitumen, confirmed by FTIR spectroscopy. RFMB viscosity increased with higher fiber dosage and fiber length. Rheological evaluations showed an enhanced complex shear modulus for RFMB, suggesting improved performance at higher temperatures but increased stiffness at lower temperatures, with the latter indicating reduced flexibility. RFMB also demonstrated superior fatigue and rutting resistance, albeit with compromised stress sensitivity. Tensile tests on RFMB mortar highlighted significant improvements, especially with longer fibers, while shorter 0.4 mm fibers showed modest reinforcement effects, possibly due to uneven distribution during sample preparation.https://www.mdpi.com/2075-5309/14/9/2749bitumenreed fibermortarrheologicalperformance characterization
spellingShingle Huikun Chen
Junyan Zhang
Dongyu Niu
Xueyan Liu
Peng Lin
Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
Buildings
bitumen
reed fiber
mortar
rheological
performance characterization
title Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
title_full Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
title_fullStr Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
title_full_unstemmed Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
title_short Influence of Reed Fiber Length and Dosage on the Properties of Reed-Fiber-Modified Bitumen and Bituminous Mortar
title_sort influence of reed fiber length and dosage on the properties of reed fiber modified bitumen and bituminous mortar
topic bitumen
reed fiber
mortar
rheological
performance characterization
url https://www.mdpi.com/2075-5309/14/9/2749
work_keys_str_mv AT huikunchen influenceofreedfiberlengthanddosageonthepropertiesofreedfibermodifiedbitumenandbituminousmortar
AT junyanzhang influenceofreedfiberlengthanddosageonthepropertiesofreedfibermodifiedbitumenandbituminousmortar
AT dongyuniu influenceofreedfiberlengthanddosageonthepropertiesofreedfibermodifiedbitumenandbituminousmortar
AT xueyanliu influenceofreedfiberlengthanddosageonthepropertiesofreedfibermodifiedbitumenandbituminousmortar
AT penglin influenceofreedfiberlengthanddosageonthepropertiesofreedfibermodifiedbitumenandbituminousmortar