3 research outputs found

    Effect of Addition of ADHE and CABP Surfactants on the Physiochemical and Mechanical Properties of Cement Pastes

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    The lightweight aerated concrete, mortar and paste is recently acceptable for the use in civil construction purposes as a result of their peculiar features such as heat-insulating, sound absorption, low self-weight and self-compacting features, hence their high workability, this features depend on their content of air. However, their major demerits are its difficulty of high strength development when compared with normal ones. This paper studies the parameters leads to produce a sustainable aerated paste by choosing a suitable air-entraining agent that entrain wide range of air with minimum lose in strength. To reach this goal a comparative study is carried out between the effect of adding different percentages of each of the cationic surfactant alkyl dimethyl hydroxyl ethyl ammonium chloride (ADHE) and the amphoteric surfactant cocamido propyl betaine (CAPB) to some Portland cement pastes. The influence of the different surfactant concentrations and the mixing times on the air content of the pastes and accordingly the bulk density, compressive strength and microstructure of the hardened cement specimens is discussed. The results demonstrate the preference of using CAPB over ADHE because its ability to give a wide range of air dosage and its ability to improve the compressive strengt

    The Mode of Action of LM and SLBS Surfactants on the Properties of Cement Pastes

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    The Physiochemical and Mechanical Properties of cement pastes containing synthetic surfactants as air entraining agents are investigated by adding different percentages of each of the nonionic surfactant Luramide 11 (LM) and the anionic surfactant Sodium lauryl benzene sulfonate (SLBS) to some Portland cement pastes. The influence of the different surfactants concentrations and the mixing times on the air content of the pastes and accordingly the bulk density, compressive strength and microstructure of the hardened cement specimens is discussed. The optimal level of factors to achieve the desired goals is determined. The results show that LM is more preferable than SLBS in most cases
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