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    Physicochemical and Mechanical Properties of Polymer-Amended Kaolinite and Fly Ash–Kaolinite Mixtures

    Source: Journal of Materials in Civil Engineering:;2019:;Volume (031):;issue:006
    Author:
    Xin Kang;Bate Bate;Ren-Peng Chen;Wei Yang;Fei Wang
    DOI: doi:10.1061/(ASCE)MT.1943-5533.0002705
    Publisher: American Society of Civil Engineers
    Abstract: Environmentally and ecologically friendly biopolymers (xanthan gum, chitosan) and synthetic polymers (polyethylene oxide, polyacrylamide) were employed as novel binders to improve the engineering performance of kaolinite and fly ash–kaolinite mixtures. The floc size, microstructure, physicochemical properties (pH, electrical conductivity, and zeta potential) of polymer-amended kaolinite were investigated, which provided in-depth understanding of the improvement of mechanical properties (Atterberg limits, compaction characteristics, thermal conductivity, and shear strength) from micro to macro. Based on the laboratory observations, it is demonstrated that polyethylene oxide (PEO), chitosan, and polyacrylamide (PAM) induced higher degree of face-to-face (FF) aggregated microfabric through polymer bridging and charge neutralization while xanthan gum led to more edge-to-edge (EE) particle associations. The addition of fly ash was found to reduce the plasticity index, increase the maximum dry unit weight, and decrease the optimum water content of kaolinite, while the organic agents were found to increase the liquid limit and decrease the maximum dry unit weight. The thermal conductivity of fly ash–kaolinite mixtures was found relatively low compared to pure kaolinite, which decreased continuously as the polymer content increased. The unconfined compressive strength (UCS) of organically modified soil increased slightly as the xanthan gum content increased. However, the UCS decreased with the further increase of polymer content (>0.1% by weight).
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      Physicochemical and Mechanical Properties of Polymer-Amended Kaolinite and Fly Ash–Kaolinite Mixtures

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    contributor authorXin Kang;Bate Bate;Ren-Peng Chen;Wei Yang;Fei Wang
    date accessioned2019-06-08T07:24:57Z
    date available2019-06-08T07:24:57Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002705.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257163
    description abstractEnvironmentally and ecologically friendly biopolymers (xanthan gum, chitosan) and synthetic polymers (polyethylene oxide, polyacrylamide) were employed as novel binders to improve the engineering performance of kaolinite and fly ash–kaolinite mixtures. The floc size, microstructure, physicochemical properties (pH, electrical conductivity, and zeta potential) of polymer-amended kaolinite were investigated, which provided in-depth understanding of the improvement of mechanical properties (Atterberg limits, compaction characteristics, thermal conductivity, and shear strength) from micro to macro. Based on the laboratory observations, it is demonstrated that polyethylene oxide (PEO), chitosan, and polyacrylamide (PAM) induced higher degree of face-to-face (FF) aggregated microfabric through polymer bridging and charge neutralization while xanthan gum led to more edge-to-edge (EE) particle associations. The addition of fly ash was found to reduce the plasticity index, increase the maximum dry unit weight, and decrease the optimum water content of kaolinite, while the organic agents were found to increase the liquid limit and decrease the maximum dry unit weight. The thermal conductivity of fly ash–kaolinite mixtures was found relatively low compared to pure kaolinite, which decreased continuously as the polymer content increased. The unconfined compressive strength (UCS) of organically modified soil increased slightly as the xanthan gum content increased. However, the UCS decreased with the further increase of polymer content (>0.1% by weight).
    publisherAmerican Society of Civil Engineers
    titlePhysicochemical and Mechanical Properties of Polymer-Amended Kaolinite and Fly Ash–Kaolinite Mixtures
    typeJournal Article
    journal volume31
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doidoi:10.1061/(ASCE)MT.1943-5533.0002705
    page04019064
    treeJournal of Materials in Civil Engineering:;2019:;Volume (031):;issue:006
    contenttypeFulltext
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