A proposal of an alternative method for estimating the hydraulic conductivity of unsaturated soils

被引:0
作者
de Oliveira Silva, Joyce Pascoal [1 ]
Dantas Neto, Silvrano Adonias [2 ]
Barros Rodrigues, Paulo Mateus [1 ]
机构
[1] Univ Fed Ceara, Dept Engn Hidraul & Ambiental, Programa Posgrad Engn Civil, Campus Pici,Bloco 713,1 Andar, BR-60440970 Fortaleza, Ceara, Brazil
[2] Univ Fed Ceara, Dept Engn Hidraul & Ambiental, Campus Pici,Bloco 713,1 Andar, BR-60440970 Fortaleza, Ceara, Brazil
来源
MATERIA-RIO DE JANEIRO | 2022年 / 27卷 / 03期
关键词
Unsaturated soils; hydraulic conductivity; artificial neural networks; multilayer perceptron;
D O I
10.1590/1517-7076-RMAT-2022-0045
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The determination of hydraulic conductivity in unsaturated soils is essential when performing transient flow analysis in these porous media. However, the execution of laboratory and field tests to determine this hydraulic property is not a current practice in the scope of geotechnics, as these are time-consuming and expensive procedures. Artificial neural networks (ANN) have been widely used in Soil Mechanics, allowing the estimation of complex and multivariate phenomena in an easy and simple way. Thus, this article aims to present a model for estimating hydraulic conductivity in unsaturated soils developed from a type of ANN known as multilayer perceptron (MLP). The model's input variables are the initial void ratio, initial gravimetric water content, sand content, silt content, clay content, plasticity index, saturated permeability coefficient and matric suction. During modeling, a total of 275 examples were used, of which 85% were used in the training phase, and 15% in the testing phase. The proposed model has an A: 8-4-2-1 architecture and presented a correlation coefficient of 0.97 after 500 thousand iterations in both training and testing phases. The results of the model adjusted satisfactorily to the experimental data used in the training and test phases, and the proposed neural network was able to represent the influence of the input variables on the hydraulic behavior of different types of soil.
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页数:12
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