Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling

In this article, detailed trials were undertaken to study the variation in genetic parameters in order to formulate more robust predictive models using gene expression programming (GEP) and multigene expression programming (MEP) for computing the swelling pressure of expansive soils (Ps-ES). A total...

Full description

Saved in:
Bibliographic Details
Main Authors: Fazal E. Jalal, Mudassir Iqbal, Mohsin Ali Khan, Babatunde A. Salami, Shahid Ullah, Hayat Khan, Marwa Nabil
Format: Article
Language:English
Published: Wiley 2023-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2023/1827117
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832559523209936896
author Fazal E. Jalal
Mudassir Iqbal
Mohsin Ali Khan
Babatunde A. Salami
Shahid Ullah
Hayat Khan
Marwa Nabil
author_facet Fazal E. Jalal
Mudassir Iqbal
Mohsin Ali Khan
Babatunde A. Salami
Shahid Ullah
Hayat Khan
Marwa Nabil
author_sort Fazal E. Jalal
collection DOAJ
description In this article, detailed trials were undertaken to study the variation in genetic parameters in order to formulate more robust predictive models using gene expression programming (GEP) and multigene expression programming (MEP) for computing the swelling pressure of expansive soils (Ps-ES). A total of 200 datasets with ten input parameters (i.e., clay fraction CF, liquid limit wL, plastic limit wP, plasticity index IP, specific gravity Gs, swell percent Sp, sand content, silt content, maximum dry density ρdmax, and optimum water content wopt) and one output variable, i.e., Ps-ES are collected from the literature, which comprises 120 internationally publications. The effect of input parameters in contributing to Ps-ES has been validated using Pearson correlation (r), sensitivity analysis (SA), as well as a parametric study. The results reveal that the GP-based techniques correctly characterize the swelling characteristics of the ES, thus leading to reasonable prediction performance; however, the MEP model yielded relatively better performance. Also, the proposed predictive models were compared with widely used AI models (ANN, ANFIS, RF, GB-T, DT, and SVM). The ANN performed relatively better; however, it is recommended to use the GEP and MEP due to the blackbox nature of the ANN. Other models exhibited inferior performance. The SA revealed different importance by the GEP and MEP models, however, its confirmed that the maximum dry density and optimum moisture content significantly affect the Ps-ES. The variation in Ps-ES with changes in input attributes is further corroborated from literature. Hence, it is recommended that the proposed GEP and MEP models can be deployed for computing the Ps-ES which efficiently lessens the laborious and time-consuming testing.
format Article
id doaj-art-e4496e918e6948809118736965ae628d
institution Kabale University
issn 1687-8442
language English
publishDate 2023-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-e4496e918e6948809118736965ae628d2025-02-03T01:29:52ZengWileyAdvances in Materials Science and Engineering1687-84422023-01-01202310.1155/2023/1827117Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP ModellingFazal E. Jalal0Mudassir Iqbal1Mohsin Ali Khan2Babatunde A. Salami3Shahid Ullah4Hayat Khan5Marwa Nabil6Department of Civil EngineeringDepartment of Civil EngineeringDepartment of Structural EngineeringInterdisciplinary Research Center for Construction and Building MaterialsDepartment of Civil EngineeringDepartment of Chemical EngineeringDepartment of Structural EngineeringIn this article, detailed trials were undertaken to study the variation in genetic parameters in order to formulate more robust predictive models using gene expression programming (GEP) and multigene expression programming (MEP) for computing the swelling pressure of expansive soils (Ps-ES). A total of 200 datasets with ten input parameters (i.e., clay fraction CF, liquid limit wL, plastic limit wP, plasticity index IP, specific gravity Gs, swell percent Sp, sand content, silt content, maximum dry density ρdmax, and optimum water content wopt) and one output variable, i.e., Ps-ES are collected from the literature, which comprises 120 internationally publications. The effect of input parameters in contributing to Ps-ES has been validated using Pearson correlation (r), sensitivity analysis (SA), as well as a parametric study. The results reveal that the GP-based techniques correctly characterize the swelling characteristics of the ES, thus leading to reasonable prediction performance; however, the MEP model yielded relatively better performance. Also, the proposed predictive models were compared with widely used AI models (ANN, ANFIS, RF, GB-T, DT, and SVM). The ANN performed relatively better; however, it is recommended to use the GEP and MEP due to the blackbox nature of the ANN. Other models exhibited inferior performance. The SA revealed different importance by the GEP and MEP models, however, its confirmed that the maximum dry density and optimum moisture content significantly affect the Ps-ES. The variation in Ps-ES with changes in input attributes is further corroborated from literature. Hence, it is recommended that the proposed GEP and MEP models can be deployed for computing the Ps-ES which efficiently lessens the laborious and time-consuming testing.http://dx.doi.org/10.1155/2023/1827117
spellingShingle Fazal E. Jalal
Mudassir Iqbal
Mohsin Ali Khan
Babatunde A. Salami
Shahid Ullah
Hayat Khan
Marwa Nabil
Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
Advances in Materials Science and Engineering
title Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
title_full Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
title_fullStr Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
title_full_unstemmed Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
title_short Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
title_sort indirect estimation of swelling pressure of expansive soil gep versus mep modelling
url http://dx.doi.org/10.1155/2023/1827117
work_keys_str_mv AT fazalejalal indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT mudassiriqbal indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT mohsinalikhan indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT babatundeasalami indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT shahidullah indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT hayatkhan indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling
AT marwanabil indirectestimationofswellingpressureofexpansivesoilgepversusmepmodelling