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Predicting material properties of concrete from ground-penetrating radar attributes

机译:从地面雷达属性预测混凝土的材料特性

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摘要

We present here a laboratory-based experimental protocol that seeks to establish and characterize the relationship between ground-penetrating radar attributes and the mechanical properties (density, porosity, and compressive strength) of typical industry concrete mixes. The experimental data consist of ground-penetrating radar attributes from 900 MHz radargrams that correspond to simultaneously measured physical properties of Portland cement concrete, alkali-activated concrete, and cement mortar. Appropriate regression models are trained and tested on this data set to predict each physical property from ground-penetrating radar attributes. From a small selection of individual attributes, including total phase and intensity, trained random forest regression models predict porosity (R-2 = 0.83 from the instantaneous amplitude), density (R-2 = 0.67 from the intensity attribute), and compressive strength (R-2 = 0.51 from instantaneous amplitude). These novel relationships between physical properties and ground-penetrating radar attributes indicate that material properties could be predicted from the attributes of ordinary ground-penetrating radar scans of concrete.
机译:我们在此提出了一种基于实验室的实验方案,寻求建立和表征地面穿透雷达属性与典型工业混凝土混合物的机械性能(密度,孔隙度和抗压强度)之间的关系。实验数据由900 MHz雷达格的地面穿透雷达属性组成,其对应于与底板水泥混凝土,碱活化混凝土和水泥研钵的同时测量的物理性质。在此数据集上培训并测试适当的回归模型,以从地面穿透雷达属性预测每个物理性质。从小型各个属性,包括总相和强度,训练的随机森林回归模型预测孔隙率(R-2 = 0.83来自瞬时幅度),密度(R-2 = 0.67来自强度属性),抗压强度( R-2 = 0.51来自瞬时幅度)。物理性质与地面穿透雷达属性之间的这些新的关系表明可以从混凝土的普通地面穿透雷达扫描的属性预测材料特性。

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