Article(id=1321944990461309763, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1321944922048016891, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20250433, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1748966400000, receivedDateStr=2025-06-04, revisedDate=1750435200000, revisedDateStr=2025-06-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1793105846276, onlineDateStr=2026-10-27, pubDate=1771516800000, pubDateStr=2026-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793105846276, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793105846276, creator=13701087609, updateTime=1793105846276, updator=13701087609, issue=Issue{id=1321944922048016891, tenantId=1146029695717560320, journalId=1263187385517883426, year='2026', volume='54', issue='2', pageStart='351', pageEnd='820', issueExtLink='null', onlineDate='null', pubDate='1769097600000', pubDateStr='2026-01-23', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793105829965, creator='13701087609', updateTime=1793105829965, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext=null, issueFiles=null, downloadFileDto=null}, startPage=527, endPage=541, ext={EN=ArticleExt(id=1321944991337919300, articleId=1321944990461309763, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Test of SO
42- in Cement-Based Materials Based on Conductivity Titration, columnId=1321944928226226685, journalTitle=Journal of the Chinese Ceramic Society, columnName=Concrete Durability: Mechanisms Characterization and Prediction Methods—Research Articles, runingTitle=null, highlight=null, articleAbstract=
Introduction It is essential for understanding sulfate-induced deterioration mechanisms to quantify sulfate ions (SO42-) in cement-based materials accurately. Reliable sulfate measurements are also required for developing corrosion prediction models and for supporting durability-oriented design and maintenance strategies. Conventional analytical methods, including gravimetric analysis and ethylenediaminetetraacetic acid (EDTA) titration, have limitations in highly alkaline and turbid cement extracts that contain multiple interfering ions such as Ca2+, Mg2+, OH-, Na+, and Cl-. These characteristics complicate endpoint identification and reduce measurement precision. The difficulty becomes more pronounced when sulfate concentrations are low, which is typical in the early and intermediate stages of sulfate ingress. Therefore, a rapid, accurate and interference-resistant technique is required. This study was to establish conductivity titration as a reliable method for quantifying sulfate in cement-based materials.
Methods The conductivity titration system used was constructed with a DJS series conductivity electrode, a DS18B20 temperature compensation module, an automated peristaltic pump and a microcontroller unit. Barium nitrate (Ba(NO3)2) was selected as a titrant. Standard sulfate solutions were first tested to establish the characteristic stages of the titration process. The titration curve of SO42- conductivity could be divided into unsaturated section, crystallization nucleation section, crystal growth section, quasi-reaction end section, reaction end section and infinite titration section. The endpoint was identified by a slope transition between the crystal growth and completion stages.
Optimal operational parameters were identified through repeated tests. These included the appropriate titrant concentration, droplet rate, sample volume and working temperature. Interference-removal procedures were then developed to address the complex ionic environment of cement-based systems. Carbon dioxide (CO2) was used to eliminate OH- and Ca2+ during free sulfate measurements. A treatment involving silver oxide(Ag2O), carbon dioxide (CO2) and hydrochloric acid (HCl) was applied to eliminate H+, Ca2+ and Cl- during total sulfate analysis. The accuracy, resolution, and repeatability of conductivity titration were validated using standard SO42- solutions and compared with gravimetric and EDTA titration methods.
Results and discussion The optimized conductivity titration system achieves a minimum SO42- resolution of 0.1 mmol/L, indicating sufficient sensitivity for detecting sulfate ingress in cement-based materials. Clear and reproducible inflection points appear on conductivity-volume curves even at low concentrations, ensuring accurate endpoint identification. For a solution containing 0.01 mol/L SO42-, a titrant concentration of at least 0.033 mol/L Ba(NO3)2 produces a slope change greater than 60°, confirming a distinct crystallization transition. The results of repeatability tests verify the stability of the method, and 20 consecutive titrations yield an average titrant consumption of approximately 5 mL with a standard deviation of 0.41.
Interference removal proves an essential for maintaining measurement accuracy. CO2 and HCl can be used to remove some interfering ions such as OH- and Ca2+ in the test of free sulfate ions. In the acid-soluble sulfate test, HCl is used as a dissolution solution. Ag2O, CO2 and HCl can be used to remove a large number of interfering ions such as H+, Cl- and Ca2+, and improve the stability of the titration curves. The results of comparative experiments show that conductivity titration provides more reliable results than gravimetric analysis and EDTA titration when samples are turbid, contain multivalent cations or exhibit a unstable color, or when SO42- concentrations vary in a wide range. The gravimetric analysis produces large errors at SO42- contents of below 0.5%, and the EDTA titration is strongly affected by Ca2+, Mg2+ and turbidity. In contrast, the conductivity titration accurately reflects changes in ionic composition regardless of solution appearance.
The results of tests on sulfate-exposed cement paste confirm that the method can resolve SO42- profiles and diffusion gradients within the material. This ability demonstrates its potential for evaluating the progression of sulfate attack and for supporting durability assessment and corrosion monitoring.
Conclusions The conductivity titration could provide an accurate and stable quantification of both free and total SO42- in cement-based materials. The optimized titration parameters produced clear and reproducible inflection points on conductivity-volume curves, enabling reliable endpoint identification even at low sulfate concentrations. The pretreatment procedures designed for alkaline and ion-rich cement extracts effectively eliminated OH-, Ca2+, H+ and Cl-, ensuring a high measurement precision. The results of comparative tests showed that conductivity titration exhibited significantly better adaptability than gravimetric analysis and EDTA titration, especially for turbid or multi-ion systems. Application of the method to sulfate-exposed cement paste confirmed its capability to resolve sulfate profiles and identify diffusion gradients. This study demonstrated that conductivity titration could be an effective analytical tool for sulfate determination in cementitious materials and offer a promising potential for improving durability evaluation and corrosion monitoring in concrete structures.
, authors=Yunsheng ZHANG
1, Cheng LIU
1, Dafu WANG
2, Yue LI
3, Yudong SUN
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准确获取水泥基材料中SO42-含量是揭示腐蚀机理、建立腐蚀模型、提出耐久设计方法和运维措施等工作的前提条件。本研究从电导率滴定原理、设备、步骤、模型、参数及干扰离子的去除等方面进行了探讨。并与传统的重量法和乙二胺四乙酸(EDTA)滴定法进行了对比。结果表明:通过自行研发的电导率滴定仪能准确测试硫酸盐腐蚀的水泥基材料中自由和总SO42-,滴定剂选用Ba(NO3)2,其最小分辨率0.1 mmol/L、标准差0.41,回收率103%;SO42-电导率滴定曲线可划分为:未饱和段、结晶成核段、晶体生长段、准反应结束段、反应结束段和无限滴定段;通过建立的SO42-电导率滴定模型可获得滴定剂浓度和待测液体积的最佳范围,以及HCl、NaOH和NaCl对滴定剂浓度和待测液体积的最佳范围的影响;可采用CO2和HCl方式去除自由SO42-测试时OH-和Ca2+等干扰性离子的影响;在酸溶SO42-测试时,采用HCl作为溶解液,并可采用Ag2O、CO2和HCl方式去除大量的H+、Cl-和Ca2+等干扰性离子的影响;最终获得了高效、准确和经济的测试水泥基材料中SO42-含量的方法。
, authors=张云升
1, 刘诚
1, 王大富
2, 李悦
3, 孙宇东
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