辽河三角洲地区地下水腐蚀性评价

    Evaluation of groundwater corrosivity in the Liaohe River delta region

    • 摘要: 辽河三角洲地区地下水化学组分复杂,对地下工程材料具有显著腐蚀风险。本研究基于辽河三角洲地区地下水质实测数据,依据《岩土工程勘察规范》综合评价了浅层地下水对混凝土及钢筋的腐蚀性特征。结果表明:研究区地下水对混凝土的腐蚀性主要由硫酸盐(SO42−,最高2 353.47 mg/L)、矿化度(最高52 444.25 mg/L)及环境pH值(7.0~8.1)控制,其中SO42−含量在环境类型Ⅱ中达300~1 500 mg/L时判定为弱腐蚀(占25%),局部区域(#18、#20站位)因SO42−超1 500 mg/L且矿化度>50 000 mg/L,腐蚀性升至中等级别(占10%)。弱透水层中侵蚀性CO2(<1.60 mg/L)与近中性微环境(pH≈7.1)协同作用,进一步加剧了混凝土的腐蚀性;Cl(最高29 246.25 mg/L)与SO42−(最高2 353.47 mg/L)协同作用导致局部区域(如#18、#20站位)钢筋腐蚀达中等级别(占15%),偏酸性微环境(pH≈7.1)进一步加剧侵蚀进程。针对腐蚀风险空间分布特征,提出分区防控策略,包括采用抗硫酸盐水泥基复合材料、复合阻锈技术及高密实度施工工艺,并强化低温湿养护与防护涂层应用。研究成果可为类似滨海区域地下工程耐久性设计与腐蚀防控提供理论支撑。

       

      Abstract: Groundwater in the Liaohe River delta in Liaoning, NE China exhibits a complex chemical composition, posing significant corrosion risks to underground engineering materials. Based on water quality data from the delta region and guided by the Code for Geotechnical Engineering Investigation(China National Standard No. GB 50021—2001), the characteristics of corrosivity by the shallow groundwater in the delta region on local concrete and steel reinforcement. Results indicate that the corrosiveness of groundwater to concrete in the study area was primarily controlled by sulfate (SO42−, up to 2 353.47 mg/L), total dissolved solids (TDS; up to 52 444.25 mg/L), and environmental pH (ranging from 7.0 to 8.1). In the Type II Environment of China, groundwater with SO42− concentrations between 300 and 1500 mg/L is classified as weakly corrosive, thus 25% of the samples felt into this category. In some local areas (stations #18 and #20), where SO42− concentrations exceeded 1500 mg/L and TDS level was above 50 000 mg/L, the groundwater was bracketed into moderately corrosive, representing 10% of the samples. Additionally, the combined effect of erosive CO2 (<1.60 mg/L) and a near-neutral microenvironment (pH ≈ 7.1) within weakly permeable strata further intensified the corrosion to the concrete. The synergistic effects of Cl (up to 29 246.25 mg/L) and SO42− (up to 2 353.47 mg/L) lead to moderate corrosion to the steel reinforcement in local areas (e.g., Sites #18 and #20, 15% of the total area), and the local weakly acidic microenvironment (pH≈7.1) further accelerated the degradation. To address the spatial distribution of corrosion risks, zoned prevention strategies were proposed, including the use of sulfate-resistant cement-based composite materials, composite anti-corrosion techniques, high-density construction processes, and enhanced low-temperature wet curing combined with protective coatings. The findings provided a theoretical support for durability design and corrosion prevention in underground engineering projects in similar coastal regions.

       

    /

    返回文章
    返回