使用二次实验设计的沥青混凝土的电磁表征

A. Chazelas, B. X. Derobert, C. M. Adous, D. Villain, E. V. Baltazart, F. Laguerre, G. Queffelec
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引用次数: 2

摘要

本文描述了沥青混凝土的特性,通过测量单元,在探地雷达频带内,由一个特定的实验设计确定的混合物。这是一个分数计划(41)。24)将设计限制为32种混合物。道路专家在这项具体研究中通常使用和选择的参数是骨料的性质、粘合剂丰富度模数、压实度、骨料的最大尺寸和粒度的连续性。该模型与实验设计相关联,倾向于拟合描述测量值与所选参数之间关系的多元线性回归。对相对介电常数的实部和虚部分别进行了两个连续的计算。从全局来看,第一次计算考虑了所有参数及其相互作用,结果表明,在[100 - 1300 MHz]频段,该模型解释了约84%的测量介电常数。当限于简化设计,仅保留重要参数和交互作用时,结果趋向于85%左右。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EM characterization of bituminous concretes using a quadratic experimental design
This paper describes the characterization of bitumen concretes by measurement cells, within the ground-penetrating radar frequency band, on mixtures defined by a specific experimental design. This one is from a fractional ¿ plan (41. 24) which limits the design to 32 mixtures. The parameters, classically used and chosen by road specialists for this specific study, are the nature of the aggregates, the binder richness modulus, the compaction, the maximum size of the aggregates and the continuity of the granulometry. The model, associated with the experimental design, tends to fit a multiple linear regression describing the relationship between measures and the chosen parameters. Two successive levels of calculation have been realized, independently for either the real part and the imaginary part of the relative permittivity. Globally, The first calculation, taking into account all the parameters and their interactions, shows, in the frequency band [100 - 1300 MHz], that the model explains about 84 % of the measured permittivity. When limiting to a reduced design, keeping only the significant parameters and interactions, results tend to about 85%.
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