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    Investigation into Mechanical Behavior of Air-Hardening Organic Polymer-Stabilized Silty Sand

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011::page 04022305
    Author:
    Ying Wang
    ,
    Jin Liu
    ,
    Cheng Lin
    ,
    Changqing Qi
    ,
    Zhihao Chen
    ,
    Wenyue Che
    ,
    Ke Ma
    DOI: 10.1061/(ASCE)MT.1943-5533.0004340
    Publisher: ASCE
    Abstract: Air-hardening organic polymer (AHOP), a new soil stabilizer, can form a cross-link among soil particles with high strength and toughness. In this study, the effect of the polymer content and density on the mechanical behavior of stabilized silty sand was investigated. The results indicate that the unconfined compressive strength and tensile strength of stabilized silty sand keep a prominent linear relationship with AHOP content that increases with the increment in density; the increment in AHOP content also leads to a higher elastic modulus of stabilized silty sand. The cohesion was also significantly enhanced by the increase in AHOP content and density; the internal friction angle of loose specimens (ρ≤1.50  g/cm3) keeps increasing with AHOP content; however, for dense specimens (ρ≥1.55  g/cm3), 3% polymer content is a turning point, at which the internal friction angle changes nonmonotonically. AHOP film can connect loose silty sand particles and adhere to the surface of particles, leading to silty sand with good strength properties. Based on failure modes, the failure of polymer–particle interactions can be divided into four modes, including (1) tensile fracture at membrane, (2) tensile fracture at polymer–particle interface, (3) shear at membrane, and (4) shear at polymer–particle interface.
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      Investigation into Mechanical Behavior of Air-Hardening Organic Polymer-Stabilized Silty Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287767
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    • Journal of Materials in Civil Engineering

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    contributor authorYing Wang
    contributor authorJin Liu
    contributor authorCheng Lin
    contributor authorChangqing Qi
    contributor authorZhihao Chen
    contributor authorWenyue Che
    contributor authorKe Ma
    date accessioned2022-12-27T20:40:12Z
    date available2022-12-27T20:40:12Z
    date issued2022/11/01
    identifier other(ASCE)MT.1943-5533.0004340.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287767
    description abstractAir-hardening organic polymer (AHOP), a new soil stabilizer, can form a cross-link among soil particles with high strength and toughness. In this study, the effect of the polymer content and density on the mechanical behavior of stabilized silty sand was investigated. The results indicate that the unconfined compressive strength and tensile strength of stabilized silty sand keep a prominent linear relationship with AHOP content that increases with the increment in density; the increment in AHOP content also leads to a higher elastic modulus of stabilized silty sand. The cohesion was also significantly enhanced by the increase in AHOP content and density; the internal friction angle of loose specimens (ρ≤1.50  g/cm3) keeps increasing with AHOP content; however, for dense specimens (ρ≥1.55  g/cm3), 3% polymer content is a turning point, at which the internal friction angle changes nonmonotonically. AHOP film can connect loose silty sand particles and adhere to the surface of particles, leading to silty sand with good strength properties. Based on failure modes, the failure of polymer–particle interactions can be divided into four modes, including (1) tensile fracture at membrane, (2) tensile fracture at polymer–particle interface, (3) shear at membrane, and (4) shear at polymer–particle interface.
    publisherASCE
    titleInvestigation into Mechanical Behavior of Air-Hardening Organic Polymer-Stabilized Silty Sand
    typeJournal Article
    journal volume34
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004340
    journal fristpage04022305
    journal lastpage04022305_14
    page14
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011
    contenttypeFulltext
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