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首页> 外文期刊>Wetlands >Study on Durability against Dry-Wet Cycles and Chloride Ion Erosion of Concrete Revetment Materials at the Water-Level-Fluctuations Zone in Yellow River Delta Wetlands
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Study on Durability against Dry-Wet Cycles and Chloride Ion Erosion of Concrete Revetment Materials at the Water-Level-Fluctuations Zone in Yellow River Delta Wetlands

机译:黄河三角洲湿地水位波动区干湿循环及氯离子腐蚀耐久性研究

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摘要

This study was aimed at exploring the durability of concrete revetment materials at the water-level-fluctuations zone of the Yellow River Delta Wetlands. The simultaneous effect of mineral admixtures (i.e., fly ash, slag, and silica fume) and polypropylene fiber on the resistance of concrete revetment materials to chloride erosion, was presented. Under the artificial simulation environment of dry-wet cycles and chloride ion (Cl-) erosion coupling, the evolutions of macro-mechanical properties and the microscopic composition of mineral admixtures-fiber-blend concrete was investigated via compressive strength tests and X-Ray Diffraction (XRD), Mercury Intrusion Porosimetry (MIP) test, for durations of 120 days. The results showed that, under the long-term dry-wet cycles and chloride ion coupling erosion, fly ash and slag provide additional Al(2)O(3)to react with Cl-, and tend to produce Friedel's salt with smaller interlayer spacing, thereby realizing concrete possessing higher chemical binding capacity with Cl-. The improvement in the physical adsorption capacity of concrete with Cl-, which was due to the formation of additional hydration products of calcium-silicate-hydrate (C-S-H) gel. These materials showed exhibited good resistance to dry-wet cycles and Cl(-)erosion resistance, and thus were deemed to be suitable for the preparations of concrete revetment materials at the water-level-fluctuations zone.
机译:本研究旨在探索黄河三角洲湿地水位波动区的混凝土护垫材料的耐用性。介绍了矿物混合物(即粉煤灰,炉渣和二氧化硅烟雾)和聚丙烯纤维对氯化物侵蚀的电阻的同时发生。在干湿循环和氯离子(CL-)腐蚀偶联的人工模拟环境下,通过压缩强度试验和X射线衍射研究了宏观 - 力学性能和矿物混合物的微观组合物的演变(XRD),汞侵入孔隙瘤(MIP)试验,持续120天。结果表明,在长期的干湿循环和氯离子偶联侵蚀下,粉煤灰和渣提供额外的Al(2)O(3)与Cl-反应,并倾向于生产具有较小层间间距的Friedel的盐从而实现具有CL-的混凝土具有更高的化学结合能力。 CL-混凝土物理吸附能力的提高,其是由于钙 - 硅酸钙 - 水合物(C-S-H)凝胶的额外水合产物的形成。这些材料表现出对干湿循环和Cl( - )耐腐蚀性的良好抗性,因此被认为适用于水位波动区的混凝土护垫材料的制备。

著录项

  • 来源
    《Wetlands》 |2020年第6期|2713-2727|共15页
  • 作者单位

    China Univ Min & Technol Beijing Sch Chem & Environm Engn Beijing 100083 Peoples R China;

    China Univ Min & Technol Beijing Sch Chem & Environm Engn Beijing 100083 Peoples R China|Binzhou Univ Shandong Prov Key Lab Ecoenvironm Sci Yellow Rive Binzhou 256603 Peoples R China;

    Sun Yat Sen Univ Sch Civil Engn Guangzhou 510275 Peoples R China;

    China Univ Min & Technol Beijing Sch Chem & Environm Engn Beijing 100083 Peoples R China;

    China Univ Min & Technol Beijing Sch Chem & Environm Engn Beijing 100083 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Dry-wet cycles; Chloride ions erosions; Water-level-fluctuations zone; Concrete; Mineral admixtures;

    机译:干湿循环;氯离子糜烂;水位波动区;混凝土;矿物混合物;

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