COMPUTATION OF PLASTICITY INDEX OF INORGANIC CLAY USING FIRST AND SECOND NORM OF THE IDEALISED FALL CONE FLOW CURVE
收藏doi.org2025-03-21 收录
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http://doi.org/10.17632/wmdnb77tgp.1
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资源简介：
A model of computing the plasticity index of inorganic soil using the ratio of the second norm (Euclidian norm) to the first norm (Manhattan distance) of the idealized fall cone flow curve is proposed. The model was developed using 204 controlled Atterberg limit test results of inorganic soils and validated using 74 Atterberg limit test results collected from the literature. The model computes the plasticity index of the inorganic soils within the statistical testing bound of ±8.
本研究提出了一种基于理想化落锥流曲线的第二范数（欧几里得范数）与第一范数（曼哈顿距离）之比的模型，用于计算无机土壤的塑性指数。该模型系采用204组受控的阿特堡极限试验结果（无机土壤）开发而成，并通过从文献中收集的74组阿特堡极限试验结果进行验证。模型计算的无机土壤塑性指数在±8的统计检验范围内。
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Mendeley Data
