海洋环境中水泥-生物结垢及硬化水泥浆的硫酸盐电阻率研究

F. Hashem
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引用次数: 0

摘要

在本研究中,对不同的水泥混合料进行了现场试验。以普通硅酸盐水泥(OPC)、微细偏高岭土(MK)和卤氯污泥(CLS)为原料制备硬化混合膏体。研究了在海水中浸泡9个月的混合样品的水泥结垢特征及SO4-2离子的侵蚀作用。通过研究不同养护时间下试件的抗压强度、质量变化率和体积膨胀率,探讨试件的养护性能。此外,用分光光度法测定了固化标本表面定殖的总叶绿素。采用XRD和SEM技术对水泥水合物的相组成和形貌进行了研究。结果表明,混合后的OPC具有比纯OPC更高的防污性能。这与在OPC共混时获得更紧凑的减少孔隙率结构有关。此外,OPC- mk样品比OPC- cls或OPC浆料具有更高的抗SO-42离子能力。这与MK与卤水污泥相反的高火山灰特性有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Cement-Biofouling and Sulfate Resistivity of Hardened Blended Cement Pastes in Marin Environment: A Case Study
In the present study, field examinations are explored on diversed blended cement mixes. The hardened blended pastes are prepared using ordinary Portland cement (OPC), fine metakaolin (MK) and brine chlorine sludge(CLS). Cement fouling features and the attack by SO4-2 ions are studied on the blended samples that are immersed in the sea water for 9 months. The performance of the cured specimens was explored via studying the compressive strength, the percent of mass change and the volume expansion at various curing durations. Besides, the total chlorophyll colonized on the surface of the cured specimens was determined by using spectrophotometeric technique. XRD and SEM techniques are specifed for studying the phase compositions and the morphology of the formed cement hydrates. The results illustrate that the blended mixes show an antifouling behavior higher than the neat OPC. This is related to acquiring a more compact structure of reduced porosities upon OPC blending. Additionally, OPC-MK specimens showed higher SO-42 ions resistance than OPC-CLS or OPC pastes. This is related to the high pozzolanic properties of MK in contrary to brine sludge.
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