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    Hygrothermal and Mechanical Characterization of Hemp Concrete Modified with Acid Casein Admixture

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025116-1
    Author:
    Przemysław Brzyski
    ,
    Karol Pietrak
    ,
    Łukasz Cieślikiewicz
    ,
    Piotr Łapka
    DOI: 10.1061/JMCEE7.MTENG-18900
    Publisher: American Society of Civil Engineers
    Abstract: The weak bond between the shives and lime binder results in low mechanical strength of hemp concrete used as material filling for frame walls. The composite’s strength decreases due to its saturation with water. To prevent these effects, there is a need to modify the composite with an admixture showing binding and waterproofing properties. Because there is an identified gap in the knowledge of the influence of acid casein on properties of hemp concrete, the objective of this study was to verify the effect of this admixture in different amounts (1%, 3%, and 5% by weight) on hemp concrete properties. Density, porosity, thermal conductivity, sorption moisture, water vapor permeability, compressive strength (also on samples soaked in water), and Young’s modulus were examined. The effect of casein on vapor permeability turned out to be insignificant due to the fact that porosity also changes minimally. For 3% and 5% of casein, there is no visible effect on the thermal conductivity, which only slightly increased, as an effect of increasing the density and decreasing the porosity of the composites. Only a 1% admixture reduced thermal conductivity by 1%–8% at all relative humidity (RH) levels, which may be related to its lower density and highest porosity. Each amount of casein increased the ability of the composite to store sorption moisture at all RH levels, but the greatest difference in relation to the reference composite (by 42%–60% for sorption and 60%–100% for desorption), due to the increase in porosity, was shown by the composite with 1% of casein. Dissolved casein in the amount of 5%, due to its binding properties, improved the bonding of the binder with the shives. As a result, composites with this amount of casein showed higher compressive strength than the reference one in each condition (initial, saturated, dried after saturation). The use of casein (3% and 5%) allowed for the reduction of the amount of mixing water due to the liquefying properties of biopolymer.
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      Hygrothermal and Mechanical Characterization of Hemp Concrete Modified with Acid Casein Admixture

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4307615
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    contributor authorPrzemysław Brzyski
    contributor authorKarol Pietrak
    contributor authorŁukasz Cieślikiewicz
    contributor authorPiotr Łapka
    date accessioned2025-08-17T22:53:59Z
    date available2025-08-17T22:53:59Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18900.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307615
    description abstractThe weak bond between the shives and lime binder results in low mechanical strength of hemp concrete used as material filling for frame walls. The composite’s strength decreases due to its saturation with water. To prevent these effects, there is a need to modify the composite with an admixture showing binding and waterproofing properties. Because there is an identified gap in the knowledge of the influence of acid casein on properties of hemp concrete, the objective of this study was to verify the effect of this admixture in different amounts (1%, 3%, and 5% by weight) on hemp concrete properties. Density, porosity, thermal conductivity, sorption moisture, water vapor permeability, compressive strength (also on samples soaked in water), and Young’s modulus were examined. The effect of casein on vapor permeability turned out to be insignificant due to the fact that porosity also changes minimally. For 3% and 5% of casein, there is no visible effect on the thermal conductivity, which only slightly increased, as an effect of increasing the density and decreasing the porosity of the composites. Only a 1% admixture reduced thermal conductivity by 1%–8% at all relative humidity (RH) levels, which may be related to its lower density and highest porosity. Each amount of casein increased the ability of the composite to store sorption moisture at all RH levels, but the greatest difference in relation to the reference composite (by 42%–60% for sorption and 60%–100% for desorption), due to the increase in porosity, was shown by the composite with 1% of casein. Dissolved casein in the amount of 5%, due to its binding properties, improved the bonding of the binder with the shives. As a result, composites with this amount of casein showed higher compressive strength than the reference one in each condition (initial, saturated, dried after saturation). The use of casein (3% and 5%) allowed for the reduction of the amount of mixing water due to the liquefying properties of biopolymer.
    publisherAmerican Society of Civil Engineers
    titleHygrothermal and Mechanical Characterization of Hemp Concrete Modified with Acid Casein Admixture
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18900
    journal fristpage04025116-1
    journal lastpage04025116-12
    page12
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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