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Durability of concrete containing blended cements in harsh marine environments: 18 years exposure study

机译:混凝土耐用性在苛刻的海洋环境中包含混纺水泥:18年曝光研究

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This paper aims to study the long-term durability of reinforced concrete in Persian Gulf region, as one of the most aggressive marine environments. Ten mixtures with Type II, and V cement and Portland Pozzolanic cements including IS(20), IPnp(15) and IPsf(10) with three cover thicknesses (35, 50 and 70 mm) utilized. In the preliminary laboratory stage, the compressive strength and depth of water penetration measured up to 365 days. Then, in the field stage, specimens exposed in atmospheric condition, tidal zone and totally submerged in seawater to evaluate the 18 years-corrosion performances. In tidal zone, Type V mixtures experienced a high degree of corrosion in the field study and IPsf(10) and IPnp(15) exhibited the best performance up to 18 years exposure. Moreover, in this condition, the corro-sion potential of Type V concrete with 35 mm cover thickness had increased after 6 years and its reinforcements experienced pitting corrosion. Generally a minimum 50 mm concrete cover thickness might be proposed as a criterion for long-term durability in tidal zone. (C) 2021 Elsevier Ltd. All rights reserved.
机译:本文旨在研究波斯湾地区钢筋混凝土的长期耐久性,作为最具侵略性的海洋环境之一。 10型混合物和v水泥和波特兰火山灰水泥,包括使用三个覆盖厚度(35,50和70毫米)的(20),IPP(15)和IPSF(10)。在初步实验室阶段,抗压强度和水渗透深度测量到365天。然后,在现场阶段,在大气条件下暴露的标本,潮汐区,完全淹没在海水中,以评估18年的腐蚀性能。在潮汐区,V型混合物在现场研究中经历了高度腐蚀,IPSF(10)和IPNP(15)呈现最佳性能,最多18岁。此外,在这种情况下,V在6年后具有35毫米覆盖厚度的V混凝土的腐蚀电位增加,其增强件经历了蚀腐蚀。通常,可能提出至少50mm的混凝土覆盖厚度作为潮汐区的长期耐久性的标准。 (c)2021 elestvier有限公司保留所有权利。

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