Loading…
Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil
Shear strength of soil (SSS) is crucial in civil engineering for foundations, highways, earth fill dams, slope stability, airfields, and coastal structure design. Measuring SSS at a field scale is difficult, time-consuming, and costly. Geotechnical engineers need to predict SSS without complex labor...
Saved in:
Published in: | Transportation infrastructure geotechnology 2024-08, Vol.11 (4), p.1708-1729 |
---|---|
Main Authors: | , , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823 |
---|---|
cites | cdi_FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823 |
container_end_page | 1729 |
container_issue | 4 |
container_start_page | 1708 |
container_title | Transportation infrastructure geotechnology |
container_volume | 11 |
creator | Rabbani, Ahsan Samui, Pijush Kumari, Sunita Saraswat, Bhupendra Kumar Tiwari, Mohit Rai, Anubhav |
description | Shear strength of soil (SSS) is crucial in civil engineering for foundations, highways, earth fill dams, slope stability, airfields, and coastal structure design. Measuring SSS at a field scale is difficult, time-consuming, and costly. Geotechnical engineers need to predict SSS without complex laboratory testing, addressing practical needs. The prediction of this parameter using hybrid models may assist in saving time and money on construction initiatives. For this purpose, the weight and bias of the artificial neural network (ANN) were optimized by grey wolf optimization (GWO), augmented grey wolf optimization (AGWO), and Harris hawks optimization (HHO), forming hybrid models (ANN-GWO, ANN-AGWO, and ANN-HHO) to predict SSS. The most effective models were chosen after all models had been developed and tested. The validation of the developed hybrid models was implemented with the help of various performance parameters. After the validation process, it was found that the ANN-AGWO hybrid model gives better outcomes in both training and testing phases in predicting SSS. Based on the rank analysis of each model, the rank value in total attained by ANN-AGWO is much higher than that of other developed hybrid models. The hybrid model's performance parameter and rank analysis revealed AGWO as the most reliable ANN, while ANN-GWO emerged as the second-most accurate model. |
doi_str_mv | 10.1007/s40515-023-00343-w |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_3094587508</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3094587508</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823</originalsourceid><addsrcrecordid>eNp9kEFvGjEQhVdVKhUR_kBPlnreZMbGrH1EqGkqJVCJcLYc7yzrdFlT2wSlx_7yLiFqbj29ObzvPc0ris8IVwhQXacpSJQlcFECiKkojx-KEUc9KyuOcPHvBv6pmKT0BAAcp4BSjYo_q332O__bZh96FhpmezaP2TfeeduxJR3iq-RjiD_ZJvl-yx7aSMSW4Zk6dk_Zlu3g8il7x-bdNkSf211iTYjsR6Tau3yCckts3ZKNbJ0j9dvcntrWwXeXxcfGdokmbzouNjdfHxa35d3q2_fF_K50AnUundP18J6qCNHJmeZcSe2UtBxqnCFqWdc0Q0eo6bGGmgQHq5UQ1aNQqLgYF1_OufsYfh0oZfMUDrEfKo0APZWqkqAGFz-7XAwpRWrMPvqdjS8GwZzmNue5zTC3eZ3bHAdInKE0mPstxffo_1B_AayVg44</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3094587508</pqid></control><display><type>article</type><title>Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil</title><source>Springer Link</source><creator>Rabbani, Ahsan ; Samui, Pijush ; Kumari, Sunita ; Saraswat, Bhupendra Kumar ; Tiwari, Mohit ; Rai, Anubhav</creator><creatorcontrib>Rabbani, Ahsan ; Samui, Pijush ; Kumari, Sunita ; Saraswat, Bhupendra Kumar ; Tiwari, Mohit ; Rai, Anubhav</creatorcontrib><description>Shear strength of soil (SSS) is crucial in civil engineering for foundations, highways, earth fill dams, slope stability, airfields, and coastal structure design. Measuring SSS at a field scale is difficult, time-consuming, and costly. Geotechnical engineers need to predict SSS without complex laboratory testing, addressing practical needs. The prediction of this parameter using hybrid models may assist in saving time and money on construction initiatives. For this purpose, the weight and bias of the artificial neural network (ANN) were optimized by grey wolf optimization (GWO), augmented grey wolf optimization (AGWO), and Harris hawks optimization (HHO), forming hybrid models (ANN-GWO, ANN-AGWO, and ANN-HHO) to predict SSS. The most effective models were chosen after all models had been developed and tested. The validation of the developed hybrid models was implemented with the help of various performance parameters. After the validation process, it was found that the ANN-AGWO hybrid model gives better outcomes in both training and testing phases in predicting SSS. Based on the rank analysis of each model, the rank value in total attained by ANN-AGWO is much higher than that of other developed hybrid models. The hybrid model's performance parameter and rank analysis revealed AGWO as the most reliable ANN, while ANN-GWO emerged as the second-most accurate model.</description><identifier>ISSN: 2196-7202</identifier><identifier>EISSN: 2196-7210</identifier><identifier>DOI: 10.1007/s40515-023-00343-w</identifier><language>eng</language><publisher>New York: Springer US</publisher><subject>Algorithms ; Artificial neural networks ; Building Materials ; Civil engineering ; Coastal engineering ; Coastal structures ; Dam engineering ; Dam foundations ; Dam stability ; Engineering ; Foundations ; Geoengineering ; Geotechnical engineering ; Geotechnical Engineering & Applied Earth Sciences ; Heuristic methods ; Highways ; Hydraulics ; Laboratory tests ; Neural networks ; Optimization ; Parameters ; Performance prediction ; Shear strength ; Slope stability ; Soil strength ; Technical Paper ; Time measurement</subject><ispartof>Transportation infrastructure geotechnology, 2024-08, Vol.11 (4), p.1708-1729</ispartof><rights>The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823</citedby><cites>FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823</cites><orcidid>0000-0003-2906-6479 ; 0000-0002-1162-1289 ; 0000-0001-8536-5305 ; 0000-0002-4446-673X ; 0000-0003-1836-3451</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Rabbani, Ahsan</creatorcontrib><creatorcontrib>Samui, Pijush</creatorcontrib><creatorcontrib>Kumari, Sunita</creatorcontrib><creatorcontrib>Saraswat, Bhupendra Kumar</creatorcontrib><creatorcontrib>Tiwari, Mohit</creatorcontrib><creatorcontrib>Rai, Anubhav</creatorcontrib><title>Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil</title><title>Transportation infrastructure geotechnology</title><addtitle>Transp. Infrastruct. Geotech</addtitle><description>Shear strength of soil (SSS) is crucial in civil engineering for foundations, highways, earth fill dams, slope stability, airfields, and coastal structure design. Measuring SSS at a field scale is difficult, time-consuming, and costly. Geotechnical engineers need to predict SSS without complex laboratory testing, addressing practical needs. The prediction of this parameter using hybrid models may assist in saving time and money on construction initiatives. For this purpose, the weight and bias of the artificial neural network (ANN) were optimized by grey wolf optimization (GWO), augmented grey wolf optimization (AGWO), and Harris hawks optimization (HHO), forming hybrid models (ANN-GWO, ANN-AGWO, and ANN-HHO) to predict SSS. The most effective models were chosen after all models had been developed and tested. The validation of the developed hybrid models was implemented with the help of various performance parameters. After the validation process, it was found that the ANN-AGWO hybrid model gives better outcomes in both training and testing phases in predicting SSS. Based on the rank analysis of each model, the rank value in total attained by ANN-AGWO is much higher than that of other developed hybrid models. The hybrid model's performance parameter and rank analysis revealed AGWO as the most reliable ANN, while ANN-GWO emerged as the second-most accurate model.</description><subject>Algorithms</subject><subject>Artificial neural networks</subject><subject>Building Materials</subject><subject>Civil engineering</subject><subject>Coastal engineering</subject><subject>Coastal structures</subject><subject>Dam engineering</subject><subject>Dam foundations</subject><subject>Dam stability</subject><subject>Engineering</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geotechnical engineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Heuristic methods</subject><subject>Highways</subject><subject>Hydraulics</subject><subject>Laboratory tests</subject><subject>Neural networks</subject><subject>Optimization</subject><subject>Parameters</subject><subject>Performance prediction</subject><subject>Shear strength</subject><subject>Slope stability</subject><subject>Soil strength</subject><subject>Technical Paper</subject><subject>Time measurement</subject><issn>2196-7202</issn><issn>2196-7210</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kEFvGjEQhVdVKhUR_kBPlnreZMbGrH1EqGkqJVCJcLYc7yzrdFlT2wSlx_7yLiFqbj29ObzvPc0ris8IVwhQXacpSJQlcFECiKkojx-KEUc9KyuOcPHvBv6pmKT0BAAcp4BSjYo_q332O__bZh96FhpmezaP2TfeeduxJR3iq-RjiD_ZJvl-yx7aSMSW4Zk6dk_Zlu3g8il7x-bdNkSf211iTYjsR6Tau3yCckts3ZKNbJ0j9dvcntrWwXeXxcfGdokmbzouNjdfHxa35d3q2_fF_K50AnUundP18J6qCNHJmeZcSe2UtBxqnCFqWdc0Q0eo6bGGmgQHq5UQ1aNQqLgYF1_OufsYfh0oZfMUDrEfKo0APZWqkqAGFz-7XAwpRWrMPvqdjS8GwZzmNue5zTC3eZ3bHAdInKE0mPstxffo_1B_AayVg44</recordid><startdate>20240801</startdate><enddate>20240801</enddate><creator>Rabbani, Ahsan</creator><creator>Samui, Pijush</creator><creator>Kumari, Sunita</creator><creator>Saraswat, Bhupendra Kumar</creator><creator>Tiwari, Mohit</creator><creator>Rai, Anubhav</creator><general>Springer US</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0003-2906-6479</orcidid><orcidid>https://orcid.org/0000-0002-1162-1289</orcidid><orcidid>https://orcid.org/0000-0001-8536-5305</orcidid><orcidid>https://orcid.org/0000-0002-4446-673X</orcidid><orcidid>https://orcid.org/0000-0003-1836-3451</orcidid></search><sort><creationdate>20240801</creationdate><title>Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil</title><author>Rabbani, Ahsan ; Samui, Pijush ; Kumari, Sunita ; Saraswat, Bhupendra Kumar ; Tiwari, Mohit ; Rai, Anubhav</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Algorithms</topic><topic>Artificial neural networks</topic><topic>Building Materials</topic><topic>Civil engineering</topic><topic>Coastal engineering</topic><topic>Coastal structures</topic><topic>Dam engineering</topic><topic>Dam foundations</topic><topic>Dam stability</topic><topic>Engineering</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Geotechnical engineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Heuristic methods</topic><topic>Highways</topic><topic>Hydraulics</topic><topic>Laboratory tests</topic><topic>Neural networks</topic><topic>Optimization</topic><topic>Parameters</topic><topic>Performance prediction</topic><topic>Shear strength</topic><topic>Slope stability</topic><topic>Soil strength</topic><topic>Technical Paper</topic><topic>Time measurement</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Rabbani, Ahsan</creatorcontrib><creatorcontrib>Samui, Pijush</creatorcontrib><creatorcontrib>Kumari, Sunita</creatorcontrib><creatorcontrib>Saraswat, Bhupendra Kumar</creatorcontrib><creatorcontrib>Tiwari, Mohit</creatorcontrib><creatorcontrib>Rai, Anubhav</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Transportation infrastructure geotechnology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Rabbani, Ahsan</au><au>Samui, Pijush</au><au>Kumari, Sunita</au><au>Saraswat, Bhupendra Kumar</au><au>Tiwari, Mohit</au><au>Rai, Anubhav</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil</atitle><jtitle>Transportation infrastructure geotechnology</jtitle><stitle>Transp. Infrastruct. Geotech</stitle><date>2024-08-01</date><risdate>2024</risdate><volume>11</volume><issue>4</issue><spage>1708</spage><epage>1729</epage><pages>1708-1729</pages><issn>2196-7202</issn><eissn>2196-7210</eissn><abstract>Shear strength of soil (SSS) is crucial in civil engineering for foundations, highways, earth fill dams, slope stability, airfields, and coastal structure design. Measuring SSS at a field scale is difficult, time-consuming, and costly. Geotechnical engineers need to predict SSS without complex laboratory testing, addressing practical needs. The prediction of this parameter using hybrid models may assist in saving time and money on construction initiatives. For this purpose, the weight and bias of the artificial neural network (ANN) were optimized by grey wolf optimization (GWO), augmented grey wolf optimization (AGWO), and Harris hawks optimization (HHO), forming hybrid models (ANN-GWO, ANN-AGWO, and ANN-HHO) to predict SSS. The most effective models were chosen after all models had been developed and tested. The validation of the developed hybrid models was implemented with the help of various performance parameters. After the validation process, it was found that the ANN-AGWO hybrid model gives better outcomes in both training and testing phases in predicting SSS. Based on the rank analysis of each model, the rank value in total attained by ANN-AGWO is much higher than that of other developed hybrid models. The hybrid model's performance parameter and rank analysis revealed AGWO as the most reliable ANN, while ANN-GWO emerged as the second-most accurate model.</abstract><cop>New York</cop><pub>Springer US</pub><doi>10.1007/s40515-023-00343-w</doi><tpages>22</tpages><orcidid>https://orcid.org/0000-0003-2906-6479</orcidid><orcidid>https://orcid.org/0000-0002-1162-1289</orcidid><orcidid>https://orcid.org/0000-0001-8536-5305</orcidid><orcidid>https://orcid.org/0000-0002-4446-673X</orcidid><orcidid>https://orcid.org/0000-0003-1836-3451</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 2196-7202 |
ispartof | Transportation infrastructure geotechnology, 2024-08, Vol.11 (4), p.1708-1729 |
issn | 2196-7202 2196-7210 |
language | eng |
recordid | cdi_proquest_journals_3094587508 |
source | Springer Link |
subjects | Algorithms Artificial neural networks Building Materials Civil engineering Coastal engineering Coastal structures Dam engineering Dam foundations Dam stability Engineering Foundations Geoengineering Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Heuristic methods Highways Hydraulics Laboratory tests Neural networks Optimization Parameters Performance prediction Shear strength Slope stability Soil strength Technical Paper Time measurement |
title | Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T07%3A05%3A53IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Optimization%20of%20an%20Artificial%20Neural%20Network%20Using%20Three%20Novel%20Meta-heuristic%20Algorithms%20for%20Predicting%20the%20Shear%20Strength%20of%20Soil&rft.jtitle=Transportation%20infrastructure%20geotechnology&rft.au=Rabbani,%20Ahsan&rft.date=2024-08-01&rft.volume=11&rft.issue=4&rft.spage=1708&rft.epage=1729&rft.pages=1708-1729&rft.issn=2196-7202&rft.eissn=2196-7210&rft_id=info:doi/10.1007/s40515-023-00343-w&rft_dat=%3Cproquest_cross%3E3094587508%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c319t-cc9d00387e11c56922859c85a20d161195dde61ce19ebd0de320a98337b381823%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=3094587508&rft_id=info:pmid/&rfr_iscdi=true |