YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Mechanical Behavior and Microscopic Mechanisms of Glass Fiber–Modified Loess in Seasonally Frozen Regions

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024475-1
    Author:
    Wanjun Ye
    ,
    Qianqian Ma
    ,
    Zhiyuan Xu
    ,
    Jinyang Tian
    ,
    Jiahao Wang
    ,
    Yu Wang
    DOI: 10.1061/JMCEE7.MTENG-18258
    Publisher: American Society of Civil Engineers
    Abstract: To reduce the occurrence of specific disasters, such as the freezing of cracks and the uneven settlement of loess subgrade in seasonal freezing areas, glass fiber is selected as a reinforcing material to study its strengthening effect. The glass fiber was mixed into loess at a weight ratio of 0%, 0.2%, 0.4%, 0.6%, and 0.8% to prepare samples. Through freeze–thaw cycles, triaxial shear tests, scanning electron microscopy tests, and nuclear magnetic resonance tests, the mechanisms and effects of reinforcement are expounded from the perspectives of macroscopic and microscopic combinations. The aim of this study is to reveal the influences of glass fiber content, confining pressure and freeze–thaw cycling on the mechanical properties and microscopic mechanisms of glass fiber-reinforced loess. Research has indicated that at the macroscopic level, reinforcement material significantly enhances roadbed strength. With increasing reinforcement amount, the strength increases gradually. After the glass fiber content reaches 0.6%, the reinforcement effect is stabilized. With the increase in the number of freeze–thaw cycles, the change patterns of the failure strength of the plain loess and glass fiber-reinforced loess are the same: first decreasing and then gradually stabilizing. The cohesion of plain loess decreases from 21.46 kPa to 13.45 kPa, and the internal friction angle decreases from 26.53° to 19.06°. The cohesion of fiber loess decreases from 97.11 kPa to 37.30 kPa, and the internal friction angle decreases from 27.65° to 23.50°. After 10 freeze–thaw cycles, the reinforced loess has better strength than plain loess. The microcosmic reinforcement mechanism of reinforced loess is clarified. The reason for the slow development of cracks in loess is that fibers restrain friction and space. Moreover, the formation of a three-dimensional force network in loess fibers can improve the strength. Therefore, adding glass fiber to loess can effectively enhance its failure strength and frost resistance.
    • Download: (5.139Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Mechanical Behavior and Microscopic Mechanisms of Glass Fiber–Modified Loess in Seasonally Frozen Regions

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4309683
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorWanjun Ye
    contributor authorQianqian Ma
    contributor authorZhiyuan Xu
    contributor authorJinyang Tian
    contributor authorJiahao Wang
    contributor authorYu Wang
    date accessioned2026-02-16T21:45:23Z
    date available2026-02-16T21:45:23Z
    date copyright2025/01/01
    date issued2025
    identifier otherJMCEE7.MTENG-18258.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309683
    description abstractTo reduce the occurrence of specific disasters, such as the freezing of cracks and the uneven settlement of loess subgrade in seasonal freezing areas, glass fiber is selected as a reinforcing material to study its strengthening effect. The glass fiber was mixed into loess at a weight ratio of 0%, 0.2%, 0.4%, 0.6%, and 0.8% to prepare samples. Through freeze–thaw cycles, triaxial shear tests, scanning electron microscopy tests, and nuclear magnetic resonance tests, the mechanisms and effects of reinforcement are expounded from the perspectives of macroscopic and microscopic combinations. The aim of this study is to reveal the influences of glass fiber content, confining pressure and freeze–thaw cycling on the mechanical properties and microscopic mechanisms of glass fiber-reinforced loess. Research has indicated that at the macroscopic level, reinforcement material significantly enhances roadbed strength. With increasing reinforcement amount, the strength increases gradually. After the glass fiber content reaches 0.6%, the reinforcement effect is stabilized. With the increase in the number of freeze–thaw cycles, the change patterns of the failure strength of the plain loess and glass fiber-reinforced loess are the same: first decreasing and then gradually stabilizing. The cohesion of plain loess decreases from 21.46 kPa to 13.45 kPa, and the internal friction angle decreases from 26.53° to 19.06°. The cohesion of fiber loess decreases from 97.11 kPa to 37.30 kPa, and the internal friction angle decreases from 27.65° to 23.50°. After 10 freeze–thaw cycles, the reinforced loess has better strength than plain loess. The microcosmic reinforcement mechanism of reinforced loess is clarified. The reason for the slow development of cracks in loess is that fibers restrain friction and space. Moreover, the formation of a three-dimensional force network in loess fibers can improve the strength. Therefore, adding glass fiber to loess can effectively enhance its failure strength and frost resistance.
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior and Microscopic Mechanisms of Glass Fiber–Modified Loess in Seasonally Frozen Regions
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18258
    journal fristpage04024475-1
    journal lastpage04024475-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian