Support Vector Machine to Predict the Pile Settlement using Novel Optimization Algorithm
Project Immunization, like piled construction, requires considerations that make them safe during the period of operation. Pile Settlement (PS), a vital issue in projects, has attracted many regards to avoid failure before commencing employing constructions. Several factors in appraising the pile mo...
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Veröffentlicht in: | Geotechnical and geological engineering 2023-09, Vol.41 (7), p.3861-3875 |
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description | Project Immunization, like piled construction, requires considerations that make them safe during the period of operation. Pile Settlement (PS), a vital issue in projects, has attracted many regards to avoid failure before commencing employing constructions. Several factors in appraising the pile movement can assist in understanding the future of the project in the loading stage. Many intelligent strategies to mathematically compute the pile motion are employed to simulate the PS. The present study aims to use Support vector regression (SVR) to predict the settlement of piles. In addition, to improve the accuracy of the related model, two meta-heuristic algorithms have been used, including the Arithmetic Optimization Algorithm (AOA) and Grasshopper Optimization Algorithm (GOA), a hybrid format in the framework of SVR-AOA and SVR-GOA. Kuala Lumpur transportation network was chosen to investigate the pile motion according to the ground properties’ condition with SVR-AOA and SVR-GOA developed frameworks. For the evaluation of each model’s performance, five indices were employed. That, the values of
RMSEs
for SVR-AOA and SVR-GOA were obtained at 0.550 and 0.592, respectively, and
MAE
exhibited the values of 0.525 and 0.561 alternatively. The R-value for the SVR-AOA showed a desirable magnitude of 0.994, which is 0.10% higher than the SVR-GOA. Also,
OBJ,
including
R, RMSE, and MAE
, for SVR-GOA and SVR-AOA were computed at 0.541 and 0.586 mm, respectively. Models’ results have had a similar performance to estimating the PS rate. |
doi_str_mv | 10.1007/s10706-023-02487-5 |
format | Article |
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RMSEs
for SVR-AOA and SVR-GOA were obtained at 0.550 and 0.592, respectively, and
MAE
exhibited the values of 0.525 and 0.561 alternatively. The R-value for the SVR-AOA showed a desirable magnitude of 0.994, which is 0.10% higher than the SVR-GOA. Also,
OBJ,
including
R, RMSE, and MAE
, for SVR-GOA and SVR-AOA were computed at 0.541 and 0.586 mm, respectively. Models’ results have had a similar performance to estimating the PS rate.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-023-02487-5</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Algorithms ; Civil Engineering ; Earth and Environmental Science ; Earth Sciences ; Geotechnical Engineering & Applied Earth Sciences ; Heuristic methods ; Hydrogeology ; Immunization ; Mathematical models ; Optimization ; Optimization algorithms ; Original Paper ; Pile settlement ; Piles ; Support vector machines ; Terrestrial Pollution ; Transportation networks ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2023-09, Vol.41 (7), p.3861-3875</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 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-5a5438b178ba44678cc50cdf5e9787e0a97f63777758d0bc8a7de266dfdd196f3</citedby><cites>FETCH-LOGICAL-c319t-5a5438b178ba44678cc50cdf5e9787e0a97f63777758d0bc8a7de266dfdd196f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10706-023-02487-5$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-023-02487-5$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Ge, Qingyun</creatorcontrib><creatorcontrib>Li, Caimei</creatorcontrib><creatorcontrib>Yang, Fulian</creatorcontrib><title>Support Vector Machine to Predict the Pile Settlement using Novel Optimization Algorithm</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>Project Immunization, like piled construction, requires considerations that make them safe during the period of operation. Pile Settlement (PS), a vital issue in projects, has attracted many regards to avoid failure before commencing employing constructions. Several factors in appraising the pile movement can assist in understanding the future of the project in the loading stage. Many intelligent strategies to mathematically compute the pile motion are employed to simulate the PS. The present study aims to use Support vector regression (SVR) to predict the settlement of piles. In addition, to improve the accuracy of the related model, two meta-heuristic algorithms have been used, including the Arithmetic Optimization Algorithm (AOA) and Grasshopper Optimization Algorithm (GOA), a hybrid format in the framework of SVR-AOA and SVR-GOA. Kuala Lumpur transportation network was chosen to investigate the pile motion according to the ground properties’ condition with SVR-AOA and SVR-GOA developed frameworks. For the evaluation of each model’s performance, five indices were employed. That, the values of
RMSEs
for SVR-AOA and SVR-GOA were obtained at 0.550 and 0.592, respectively, and
MAE
exhibited the values of 0.525 and 0.561 alternatively. The R-value for the SVR-AOA showed a desirable magnitude of 0.994, which is 0.10% higher than the SVR-GOA. Also,
OBJ,
including
R, RMSE, and MAE
, for SVR-GOA and SVR-AOA were computed at 0.541 and 0.586 mm, respectively. Models’ results have had a similar performance to estimating the PS rate.</description><subject>Algorithms</subject><subject>Civil Engineering</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Heuristic methods</subject><subject>Hydrogeology</subject><subject>Immunization</subject><subject>Mathematical models</subject><subject>Optimization</subject><subject>Optimization algorithms</subject><subject>Original Paper</subject><subject>Pile settlement</subject><subject>Piles</subject><subject>Support vector machines</subject><subject>Terrestrial Pollution</subject><subject>Transportation networks</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp9kE1LAzEQhoMoWKt_wFPA8-ok2XzssRS_oNpCVbyFbTbbpmw3a5IV9Ne7WsGbA8NcnvcdeBA6J3BJAORVJCBBZEDZsLmSGT9AI8IlywinxSEaQSEgY0TRY3QS4xYAqAAyQq_Lvut8SPjFmuQDfijNxrUWJ48XwVbOJJw2Fi9cY_HSptTYnW0T7qNr1_jRv9sGz7vkdu6zTM63eNKsfXBpsztFR3XZRHv2e8fo-eb6aXqXzea399PJLDOMFCnjJc-ZWhGpVmWeC6mM4WCqmttCKmmhLGQtmByGqwpWRpWyslSIqq4qUoiajdHFvrcL_q23Memt70M7vNRU5ZQWTBAYKLqnTPAxBlvrLrhdGT40Af1tUO8N6sGg_jGo-RBi-1Ac4HZtw1_1P6kvUfZ0EA</recordid><startdate>20230901</startdate><enddate>20230901</enddate><creator>Ge, Qingyun</creator><creator>Li, Caimei</creator><creator>Yang, Fulian</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope></search><sort><creationdate>20230901</creationdate><title>Support Vector Machine to Predict the Pile Settlement using Novel Optimization Algorithm</title><author>Ge, Qingyun ; Li, Caimei ; Yang, Fulian</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-5a5438b178ba44678cc50cdf5e9787e0a97f63777758d0bc8a7de266dfdd196f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Algorithms</topic><topic>Civil Engineering</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Heuristic methods</topic><topic>Hydrogeology</topic><topic>Immunization</topic><topic>Mathematical models</topic><topic>Optimization</topic><topic>Optimization algorithms</topic><topic>Original Paper</topic><topic>Pile settlement</topic><topic>Piles</topic><topic>Support vector machines</topic><topic>Terrestrial Pollution</topic><topic>Transportation networks</topic><topic>Waste Management/Waste Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ge, Qingyun</creatorcontrib><creatorcontrib>Li, Caimei</creatorcontrib><creatorcontrib>Yang, Fulian</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><jtitle>Geotechnical and geological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ge, Qingyun</au><au>Li, Caimei</au><au>Yang, Fulian</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Support Vector Machine to Predict the Pile Settlement using Novel Optimization Algorithm</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2023-09-01</date><risdate>2023</risdate><volume>41</volume><issue>7</issue><spage>3861</spage><epage>3875</epage><pages>3861-3875</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>Project Immunization, like piled construction, requires considerations that make them safe during the period of operation. Pile Settlement (PS), a vital issue in projects, has attracted many regards to avoid failure before commencing employing constructions. Several factors in appraising the pile movement can assist in understanding the future of the project in the loading stage. Many intelligent strategies to mathematically compute the pile motion are employed to simulate the PS. The present study aims to use Support vector regression (SVR) to predict the settlement of piles. In addition, to improve the accuracy of the related model, two meta-heuristic algorithms have been used, including the Arithmetic Optimization Algorithm (AOA) and Grasshopper Optimization Algorithm (GOA), a hybrid format in the framework of SVR-AOA and SVR-GOA. Kuala Lumpur transportation network was chosen to investigate the pile motion according to the ground properties’ condition with SVR-AOA and SVR-GOA developed frameworks. For the evaluation of each model’s performance, five indices were employed. That, the values of
RMSEs
for SVR-AOA and SVR-GOA were obtained at 0.550 and 0.592, respectively, and
MAE
exhibited the values of 0.525 and 0.561 alternatively. The R-value for the SVR-AOA showed a desirable magnitude of 0.994, which is 0.10% higher than the SVR-GOA. Also,
OBJ,
including
R, RMSE, and MAE
, for SVR-GOA and SVR-AOA were computed at 0.541 and 0.586 mm, respectively. Models’ results have had a similar performance to estimating the PS rate.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-023-02487-5</doi><tpages>15</tpages></addata></record> |
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subjects | Algorithms Civil Engineering Earth and Environmental Science Earth Sciences Geotechnical Engineering & Applied Earth Sciences Heuristic methods Hydrogeology Immunization Mathematical models Optimization Optimization algorithms Original Paper Pile settlement Piles Support vector machines Terrestrial Pollution Transportation networks Waste Management/Waste Technology |
title | Support Vector Machine to Predict the Pile Settlement using Novel Optimization Algorithm |
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