Modeling of permeability and compaction characteristics of soils using evolutionary polynomial regression

被引:65
作者
Ahangar-Asr, A. [1 ]
Faramarzi, A. [1 ]
Mottaghifard, N. [1 ]
Javadi, A. A. [1 ]
机构
[1] Univ Exeter, Computat Geomech Grp, Coll Engn Comp & Phys Sci, Exeter, Devon, England
关键词
Optimum moisture content; Maximum dry density; Permeability; Evolutionary computing; Data mining; CLAYS;
D O I
10.1016/j.cageo.2011.04.015
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a new approach, based on evolutionary polynomial regression (EPR), for prediction of permeability (K), maximum dry density (MDD), and optimum moisture content (OMC) as functions of some physical properties of soil. EPR is a data-driven method based on evolutionary computing aimed to search for polynomial structures representing a system. In this technique, a combination of the genetic algorithm (GA) and the least-squares method is used to find feasible structures and the appropriate parameters of those structures. EPR models are developed based on results from a series of classification, compaction, and permeability tests from the literature. The tests included standard Proctor tests, constant head permeability tests, and falling head permeability tests conducted on soils made of four components, bentonite, limestone dust, sand, and gravel, mixed in different proportions. The results of the EPR model predictions are compared with those of a neural network model, a correlation equation from the literature, and the experimental data. Comparison of the results shows that the proposed models are highly accurate and robust in predicting permeability and compaction characteristics of soils. Results from sensitivity analysis indicate that the models trained from experimental data have been able to capture many physical relationships between soil parameters. The proposed models are also able to represent the degree to which individual contributing parameters affect the maximum dry density, optimum moisture content, and permeability. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1860 / 1869
页数:10
相关论文
共 30 条
[1]  
[Anonymous], 1998, SOIL MECH
[2]  
[Anonymous], GROUND IMPROV, DOI DOI 10.1680/GRIM.2005.9.1.17
[3]   Estimating optimum water content and maximum dry unit weight for compacted clays [J].
Blotz, LR ;
Benson, CH ;
Boutwell, GP .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1998, 124 (09) :907-912
[4]  
Burmister D. M., 1954, Amer. Soc. test. Mat. spec. tech. Publ., V163, P3
[5]  
Carman P.C, 1937, FLUID FLOWS GRANULAR, V15, P150
[6]  
Chen CY., 1977, TRANSP RES REC, V640, P49
[7]  
Davidson DT, 1949, P HRB29, V29, P447
[8]  
GARCIABENGOCHEA I, 1979, J GEOTECH ENG-ASCE, V105, P839
[9]   A symbolic data-driven technique based on evolutionary polynomial regression [J].
Giustolisi, Orazio ;
Savic, Dragan A. .
JOURNAL OF HYDROINFORMATICS, 2006, 8 (03) :207-222
[10]   MODEL FOR PREDICTING PACKING DENSITY OF SOILS USING PARTICLE-SIZE DISTRIBUTION [J].
GUPTA, SC ;
LARSON, WE .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1979, 43 (04) :758-764