A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders

The bond strength between basalt fibers and asphalt binders is an important parameter that can be used to evaluate the influence of basalt fibers on the mechanical properties of asphalt binders and asphalt mixtures. To date, however, there remains a lack of methods that can be used to assess the bon...

Full description

Bibliographic Details
Main Authors: Zhiwei Sun, Changjiang Kou, Yu Lu, Zhengguang Wu, Aihong Kang, Peng Xiao
Format: Article
Language:English
Published: MDPI AG 2024-03-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/14/6/2471
_version_ 1827307190676881408
author Zhiwei Sun
Changjiang Kou
Yu Lu
Zhengguang Wu
Aihong Kang
Peng Xiao
author_facet Zhiwei Sun
Changjiang Kou
Yu Lu
Zhengguang Wu
Aihong Kang
Peng Xiao
author_sort Zhiwei Sun
collection DOAJ
description The bond strength between basalt fibers and asphalt binders is an important parameter that can be used to evaluate the influence of basalt fibers on the mechanical properties of asphalt binders and asphalt mixtures. To date, however, there remains a lack of methods that can be used to assess the bond strength between basalt fibers and asphalt binders. This study employed a fiber-asphalt pull-out tester (POT). Significant upward, peak, and downward stages were observed from the relationship curves between the pull-out force (POF) and displacement, corresponding to the holding stage and reaching the maximum POF stage and the sliding or failure stage between fibers and asphalt binders. Maximum POF is recommended to calculate the bond strength between basalt fibers and asphalt binders. The types of asphalt binders suitable for basalt fibers and the appropriate fiber embedding depths for different types of asphalt binders guiding the selection of fiber length are recommended based on the influence of fiber embedding depth and asphalt binders on the fiber–asphalt bond strength. In addition, surface energy was used to calculate the bond strength as well. Surface energy was determined from contact angle measurements using the sessile drop method. Furthermore, a scanning electron microscope (SEM) was employed to examine the bond mechanism between asphalt binders and basalt fibers. These experiments showed how basalt fibers serve to reinforce asphalt mixtures by bonding with asphalt binders.
first_indexed 2024-04-24T18:36:12Z
format Article
id doaj.art-f8c2fdb2443445b6bd4f439d1f82fcef
institution Directory Open Access Journal
issn 2076-3417
language English
last_indexed 2024-04-24T18:36:12Z
publishDate 2024-03-01
publisher MDPI AG
record_format Article
series Applied Sciences
spelling doaj.art-f8c2fdb2443445b6bd4f439d1f82fcef2024-03-27T13:19:48ZengMDPI AGApplied Sciences2076-34172024-03-01146247110.3390/app14062471A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt BindersZhiwei Sun0Changjiang Kou1Yu Lu2Zhengguang Wu3Aihong Kang4Peng Xiao5College of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaCollege of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaCollege of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaCollege of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaCollege of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaCollege of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, ChinaThe bond strength between basalt fibers and asphalt binders is an important parameter that can be used to evaluate the influence of basalt fibers on the mechanical properties of asphalt binders and asphalt mixtures. To date, however, there remains a lack of methods that can be used to assess the bond strength between basalt fibers and asphalt binders. This study employed a fiber-asphalt pull-out tester (POT). Significant upward, peak, and downward stages were observed from the relationship curves between the pull-out force (POF) and displacement, corresponding to the holding stage and reaching the maximum POF stage and the sliding or failure stage between fibers and asphalt binders. Maximum POF is recommended to calculate the bond strength between basalt fibers and asphalt binders. The types of asphalt binders suitable for basalt fibers and the appropriate fiber embedding depths for different types of asphalt binders guiding the selection of fiber length are recommended based on the influence of fiber embedding depth and asphalt binders on the fiber–asphalt bond strength. In addition, surface energy was used to calculate the bond strength as well. Surface energy was determined from contact angle measurements using the sessile drop method. Furthermore, a scanning electron microscope (SEM) was employed to examine the bond mechanism between asphalt binders and basalt fibers. These experiments showed how basalt fibers serve to reinforce asphalt mixtures by bonding with asphalt binders.https://www.mdpi.com/2076-3417/14/6/2471asphalt binderbasalt fiberpull-out testerbond strengthbond mechanism
spellingShingle Zhiwei Sun
Changjiang Kou
Yu Lu
Zhengguang Wu
Aihong Kang
Peng Xiao
A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
Applied Sciences
asphalt binder
basalt fiber
pull-out tester
bond strength
bond mechanism
title A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
title_full A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
title_fullStr A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
title_full_unstemmed A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
title_short A Study of the Bond Strength and Mechanism between Basalt Fibers and Asphalt Binders
title_sort study of the bond strength and mechanism between basalt fibers and asphalt binders
topic asphalt binder
basalt fiber
pull-out tester
bond strength
bond mechanism
url https://www.mdpi.com/2076-3417/14/6/2471
work_keys_str_mv AT zhiweisun astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT changjiangkou astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT yulu astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT zhengguangwu astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT aihongkang astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT pengxiao astudyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT zhiweisun studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT changjiangkou studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT yulu studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT zhengguangwu studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT aihongkang studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders
AT pengxiao studyofthebondstrengthandmechanismbetweenbasaltfibersandasphaltbinders