Predictive Genetic Programming Approaches for Swell-Shrink Soil Compaction

被引:2
|
作者
Jalal, Fazal E. [1 ,2 ]
Bao, Xiaohua [1 ,2 ]
Omar, Maher [3 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, State Key Lab Intelligent Geotech & Tunnelling, Shenzhen 518060, Guangdong, Peoples R China
[2] Shenzhen Univ, Key Lab Coastal Urban Resilient Infrastruct, Minist Educ, Shenzhen 518060, Peoples R China
[3] Univ Sharjah, Dept Civil & Environm Engn, Sharjah, U Arab Emirates
关键词
Maximum dry density (rho(dmax)); Optimum water content (OMC); Swell-shrink soil; Genetic programming; Prediction performance; COMPRESSIVE STRENGTH; PERFORMANCE; MODEL;
D O I
10.1007/s12145-024-01482-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Genetic programming (GP) is a machine learning tool to predict the maximum dry density (rho(dmax)) as well as optimum water content (OMC) of expansive soils ('rho dmaxOMC-ES') in Sharjah city by using a comprehensive experimental database comprising 311 points with the help of gene expression programming (GEP) and multi-gene expression programming (MEP) approaches. Mathematical expressions were simplified to compute the rho dmaxOMC-ES for both genetic models. A variety of error indices, i.e., mean absolute error, root mean square error, Nash-Sutcliffe efficiency, and coefficient of correlation (R), experimental to predicted ratios, alongside the sensitivity and monotonicity analyses, were utilized to assess the proposed models' efficacy. The findings demonstrate that rho dmaxOMC-ES can be robustly characterized using GEP and MEP methods, yielding higher prediction performance; however, the GEP model produced comparatively superior accuracy (R-TrD(2) = 0.81 and 0.67, R-TsD(2) = 0.84 and 0.68, for rho(dmax) and OMC, respectively). Furthermore, when the suggested genetic models were compared with past models, these performed more efficaciously and robustly. The rho(dmax) models yielded substantially improved results compared to the OMC predictive GEP and MEP models. Both GP-based models are efficacious in determining the rho dmaxOMC-ES in geo-environmental engineering, thereby reducing time and labour-intensive testing and promoting sustainability. The formulation of these GP-based forecasting models for evaluating the compaction parameters of swell-shrink soils is a desideratum to enhance the sustainability and resilience of transportation infrastructure against the challenges posed by these calamitous soils.
引用
收藏
页码:5967 / 5990
页数:24
相关论文
共 50 条
  • [31] THE DISTRIBUTION, CHARACTERISTICS AND CLASSIFICATION OF SWELL-SHRINK SOILS IN KENYA
    MUCHENA, FN
    GACHENE, CKK
    CLASSIFICATION, MANAGEMENT AND USE POTENTIAL OF SWELL-SHRINK SOILS, 1989, : 54 - 58
  • [32] THE ORGANIC-MATTER IN SWELL-SHRINK SOILS OF TRANSCAUCASUS
    SAMOILOVA, EM
    CHERNOVA, OV
    CLASSIFICATION, MANAGEMENT AND USE POTENTIAL OF SWELL-SHRINK SOILS, 1989, : 39 - 40
  • [33] Temperature effects on shrinkage properties of swell-shrink soils
    Pan B.
    Zeng Z.-T.
    Mo H.-Y.
    Liu Z.-Q.
    Cui Z.-Q.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2022, 44 : 115 - 120
  • [34] Experimental study of tensile strength of swell-shrink soils
    Lü, Hai-Bo
    Zeng, Zhao-Tian
    Ge, Ruo-Dong
    Zhao, Yan-Lin
    Zeng, Z.-T. (zengzhaotian@163.com), 1600, Academia Sinica (34): : 615 - 620
  • [35] The study of swell-shrink behaviour of expansive soils in China
    Gao, GR
    Kuang, SB
    EIGHTH INTERNATIONAL CONGRESS INTERNATIONAL ASSOCIATION FOR ENGINEERING GEOLOGY AND THE ENVIRONMENT, PROCEEDINGS, VOLS 1-5, 1998, : 295 - 297
  • [36] Experimental study of tensile strength of swell-shrink soils
    Lue Hai-bo
    Zeng Zhao-tian
    Ge Ruo-Dong
    Zhao Yan-lin
    ROCK AND SOIL MECHANICS, 2013, 34 (03) : 615 - 620
  • [37] Hysteretic soil water characteristics and cyclic swell-shrink paths of compacted expansive soils
    Lin, Botao
    Cerato, Amy B.
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2013, 72 (01) : 61 - 70
  • [38] Cyclic Swell-Shrink Behaviour of an Expansive Soil with Recycled Geofoam Granules Column Inclusion
    Soundara, Balu
    Selvakumar, Subburaj
    Kulanthaivel, Ponnusamy
    Raj, Neha
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2024,
  • [39] Performance of wheat (Triticum aestivum) genotype on swell-shrink soils
    Yadav, SC
    Shivaramu, HS
    Kandpal, BK
    INDIAN JOURNAL OF AGRICULTURAL SCIENCES, 1996, 66 (07): : 422 - 425
  • [40] A model for determining the cyclic swell-shrink behavior of argillaceous rock
    Doostmohammadi, R.
    Moosavi, M.
    Araabi, B. N.
    APPLIED CLAY SCIENCE, 2008, 42 (1-2) : 81 - 89