分散性土判别试验方法评价与判别流程优化

    Evaluation of Dispersive Soil Identification Test Methods and Optimization of the Identification Process

    • 摘要: 【目的】分散性土对水利工程安全构成严重威胁,其准确判别是工程防灾的关键。现行多种判别方法组合使用虽提高了可靠性,但存在过程繁琐、成本高昂的问题。【方法】为简化判别流程,本文系统搜集了国内401组分散性土判别数据,以原研究者综合判别结果为基准,定量分析了针孔、碎块、双密度计、孔隙水可溶性阳离子及交换性钠离子百分比五种常用试验方法的判别效果与匹配度。【结果】研究得到:(1)针孔试验匹配度最高(94%),是单方法中最可靠的判别依据;(2)碎块试验便捷有效,当其与针孔试验判别结果一致时,与原研究者结果的匹配度高达99%;(3)双密度计、孔隙水可溶性阳离子与交换性钠离子百分比试验单独使用时判别准确性有限(匹配度46%~79%),但可作为分散机理研究的辅助手段。【结论】基于此提出优化建议:在工程实践中,可采用“针孔-碎块”联合判别法,当两者结果一致时即可作出最终判别,该方案在保证高准确性的同时,显著提高了判别效率。

       

      Abstract: 【Objective】Dispersive soils pose a serious threat to the safety of water conservancy projects, and their accurate identification is crucial for engineering disaster prevention. Although the combined use of various existing identification methods improves reliability, it suffers from cumbersome procedures and high costs. 【Method】To streamline the identification process, this study systematically collected 401 sets of dispersive soil test data from domestic sources. Using the original researchers' comprehensive identification results as the benchmark, a quantitative analysis was conducted on the identification effectiveness and matching rates of five commonly used test methods: the pinhole test, crumb test, double hydrometer test, pore water soluble cations test, and exchangeable sodium percentage test. 【Results】The findings are as follows: (1) The pinhole test demonstrated the highest matching rate (94%), proving to be the most reliable single-method identification criterion. (2) The crumb test is convenient and effective; when its result is consistent with that of the pinhole test, the matching rate with the original researchers' conclusions reaches 99%. (3) The double hydrometer, pore water soluble cations, and exchangeable sodium percentage tests, when used individually, showed limited identification accuracy (matching rates between 46% and 79%), but they can serve as supplementary means for studying dispersion mechanisms. 【Conclusion】Based on these results, an optimized approach is proposed: for engineering practice, the combined "pinhole-crumb" method can be employed. When the results from these two tests are consistent, a final identification can be made. This scheme significantly enhances identification efficiency while maintaining high accuracy.

       

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