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The Prediction of Pile Foundation Buried Depth Based on BP Neural Network Optimized by Quantum Particle Swarm Optimization
Due to the fluctuation of the bearing stratum and the distinct properties of the soil layer, the buried depth of the pile foundation will differ from each other as well. In practical construction, since the designed pile length is not definitely consistent with the actual pile length, masses of pile...
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description | Due to the fluctuation of the bearing stratum and the distinct properties of the soil layer, the buried depth of the pile foundation will differ from each other as well. In practical construction, since the designed pile length is not definitely consistent with the actual pile length, masses of piles will be required to be cut off or supplemented, resulting in huge cost waste and potential safety hazards. Accordingly, the prediction of pile foundation buried depth is of great significance in construction engineering. In this paper, a nonlinear model based on coordinates and buried depth of piles was established by the BP neural network to predict the samples to be evaluated, the consequence of which indicated that the BP neural network was easily trapped in local extreme value, and the error reached 31%. Afterwards, the QPSO algorithm was proposed to optimize the weights and thresholds of the BP network, which showed that the minimum error of QPSO-BP was merely 9.4% in predicting the depth of bearing stratum and 2.9% in predicting the buried depth of pile foundation. Besides, this paper compared QPSO-BP with three other robust models referred to as FWA-BP, PSO-BP, and BP by three statistical tests (RMSE, MAE, and MAPE). The accuracy of the QPSO-BP algorithm was the highest, which demonstrated the superiority of QPSO-BP in practical engineering. |
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In practical construction, since the designed pile length is not definitely consistent with the actual pile length, masses of piles will be required to be cut off or supplemented, resulting in huge cost waste and potential safety hazards. Accordingly, the prediction of pile foundation buried depth is of great significance in construction engineering. In this paper, a nonlinear model based on coordinates and buried depth of piles was established by the BP neural network to predict the samples to be evaluated, the consequence of which indicated that the BP neural network was easily trapped in local extreme value, and the error reached 31%. Afterwards, the QPSO algorithm was proposed to optimize the weights and thresholds of the BP network, which showed that the minimum error of QPSO-BP was merely 9.4% in predicting the depth of bearing stratum and 2.9% in predicting the buried depth of pile foundation. Besides, this paper compared QPSO-BP with three other robust models referred to as FWA-BP, PSO-BP, and BP by three statistical tests (RMSE, MAE, and MAPE). The accuracy of the QPSO-BP algorithm was the highest, which demonstrated the superiority of QPSO-BP in practical engineering.</description><identifier>ISSN: 1687-8086</identifier><identifier>EISSN: 1687-8094</identifier><identifier>DOI: 10.1155/2021/2015408</identifier><language>eng</language><publisher>New York: Hindawi</publisher><subject>Algorithms ; Back propagation networks ; Carbon dioxide ; Civil engineering ; Construction ; Construction engineering ; Engineering ; Extreme values ; Fault diagnosis ; Information processing ; Load ; Machine learning ; Neural networks ; Oil recovery ; Particle swarm optimization ; Pile foundations ; Soil layers ; Soil properties ; Statistical methods ; Statistical tests ; System theory</subject><ispartof>Advances in civil engineering, 2021-06, Vol.2021 (1)</ispartof><rights>Copyright © 2021 Fei Yin et al.</rights><rights>Copyright © 2021 Fei Yin et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c409t-d652a10e882e3555416ef2f8bdb6bf114970a2fc23fe776dd4fa78f0d6f41bff3</citedby><cites>FETCH-LOGICAL-c409t-d652a10e882e3555416ef2f8bdb6bf114970a2fc23fe776dd4fa78f0d6f41bff3</cites><orcidid>0000-0003-1572-0855 ; 0000-0003-3490-537X ; 0000-0001-6960-7044 ; 0000-0002-6798-1195 ; 0000-0002-7653-1356</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2548295634/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2548295634?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25752,27923,27924,37011,44589,74997</link.rule.ids></links><search><contributor>Huang, Faming</contributor><contributor>Faming Huang</contributor><creatorcontrib>Yin, Fei</creatorcontrib><creatorcontrib>Hao, Yong</creatorcontrib><creatorcontrib>Xiao, Taoli</creatorcontrib><creatorcontrib>Shao, Yan</creatorcontrib><creatorcontrib>Yuan, Man</creatorcontrib><title>The Prediction of Pile Foundation Buried Depth Based on BP Neural Network Optimized by Quantum Particle Swarm Optimization</title><title>Advances in civil engineering</title><description>Due to the fluctuation of the bearing stratum and the distinct properties of the soil layer, the buried depth of the pile foundation will differ from each other as well. In practical construction, since the designed pile length is not definitely consistent with the actual pile length, masses of piles will be required to be cut off or supplemented, resulting in huge cost waste and potential safety hazards. Accordingly, the prediction of pile foundation buried depth is of great significance in construction engineering. In this paper, a nonlinear model based on coordinates and buried depth of piles was established by the BP neural network to predict the samples to be evaluated, the consequence of which indicated that the BP neural network was easily trapped in local extreme value, and the error reached 31%. Afterwards, the QPSO algorithm was proposed to optimize the weights and thresholds of the BP network, which showed that the minimum error of QPSO-BP was merely 9.4% in predicting the depth of bearing stratum and 2.9% in predicting the buried depth of pile foundation. Besides, this paper compared QPSO-BP with three other robust models referred to as FWA-BP, PSO-BP, and BP by three statistical tests (RMSE, MAE, and MAPE). The accuracy of the QPSO-BP algorithm was the highest, which demonstrated the superiority of QPSO-BP in practical engineering.</description><subject>Algorithms</subject><subject>Back propagation networks</subject><subject>Carbon dioxide</subject><subject>Civil engineering</subject><subject>Construction</subject><subject>Construction engineering</subject><subject>Engineering</subject><subject>Extreme values</subject><subject>Fault diagnosis</subject><subject>Information processing</subject><subject>Load</subject><subject>Machine learning</subject><subject>Neural networks</subject><subject>Oil recovery</subject><subject>Particle swarm optimization</subject><subject>Pile foundations</subject><subject>Soil layers</subject><subject>Soil properties</subject><subject>Statistical methods</subject><subject>Statistical tests</subject><subject>System theory</subject><issn>1687-8086</issn><issn>1687-8094</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNp9kU1PAyEQhjdGE03tzR9A4lGrwALLHrV-Jo1do57JsICltqWyu2n010s_9OhlZvLOk5cJb5adEHxBCOeXFFOSCuEMy73siAhZDCQu2f7fLMVh1m8arzFjBZWUkqPs-3ViURWt8XXrwwIFhyo_s-gudAsDG-m6i94adGOX7QRdQ5PmtVqhJ9tFmKXWrkL8QONl6-f-O631F3ruYNF2c1RBbH2dDF9WEOe_zMb4ODtwMGtsf9d72dvd7evwYTAa3z8Or0aDmuGyHRjBKRBspaQ255wzIqyjTmqjhXaEsLLAQF1Nc2eLQhjDHBTSYSMcI9q5vJc9bn1NgKlaRj-H-KUCeLURQnxXuyNVTvPcMI4FrQ2TJdeW1VhjwDlogLJIXqdbr2UMn51tWjUNXVyk8xXlTNKSi5wl6nxL1TE0TbTu71WC1TostQ5L7cJK-NkWn_j05yv_P_0DF9uTrA</recordid><startdate>20210624</startdate><enddate>20210624</enddate><creator>Yin, Fei</creator><creator>Hao, Yong</creator><creator>Xiao, Taoli</creator><creator>Shao, Yan</creator><creator>Yuan, Man</creator><general>Hindawi</general><general>Hindawi Limited</general><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>CWDGH</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0003-1572-0855</orcidid><orcidid>https://orcid.org/0000-0003-3490-537X</orcidid><orcidid>https://orcid.org/0000-0001-6960-7044</orcidid><orcidid>https://orcid.org/0000-0002-6798-1195</orcidid><orcidid>https://orcid.org/0000-0002-7653-1356</orcidid></search><sort><creationdate>20210624</creationdate><title>The Prediction of Pile Foundation Buried Depth Based on BP Neural Network Optimized by Quantum Particle Swarm Optimization</title><author>Yin, Fei ; Hao, Yong ; Xiao, Taoli ; Shao, Yan ; Yuan, Man</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c409t-d652a10e882e3555416ef2f8bdb6bf114970a2fc23fe776dd4fa78f0d6f41bff3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Algorithms</topic><topic>Back propagation networks</topic><topic>Carbon dioxide</topic><topic>Civil engineering</topic><topic>Construction</topic><topic>Construction engineering</topic><topic>Engineering</topic><topic>Extreme values</topic><topic>Fault diagnosis</topic><topic>Information processing</topic><topic>Load</topic><topic>Machine learning</topic><topic>Neural networks</topic><topic>Oil recovery</topic><topic>Particle swarm optimization</topic><topic>Pile foundations</topic><topic>Soil layers</topic><topic>Soil properties</topic><topic>Statistical methods</topic><topic>Statistical tests</topic><topic>System theory</topic><toplevel>online_resources</toplevel><creatorcontrib>Yin, Fei</creatorcontrib><creatorcontrib>Hao, Yong</creatorcontrib><creatorcontrib>Xiao, Taoli</creatorcontrib><creatorcontrib>Shao, Yan</creatorcontrib><creatorcontrib>Yuan, Man</creatorcontrib><collection>Hindawi Publishing Complete</collection><collection>Hindawi Publishing Subscription Journals</collection><collection>Hindawi Publishing Open Access</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Database (Proquest)</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>Middle East & Africa Database</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Publicly Available Content (ProQuest)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>Directory of Open Access Journals</collection><jtitle>Advances in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yin, Fei</au><au>Hao, Yong</au><au>Xiao, Taoli</au><au>Shao, Yan</au><au>Yuan, Man</au><au>Huang, Faming</au><au>Faming Huang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The Prediction of Pile Foundation Buried Depth Based on BP Neural Network Optimized by Quantum Particle Swarm Optimization</atitle><jtitle>Advances in civil engineering</jtitle><date>2021-06-24</date><risdate>2021</risdate><volume>2021</volume><issue>1</issue><issn>1687-8086</issn><eissn>1687-8094</eissn><abstract>Due to the fluctuation of the bearing stratum and the distinct properties of the soil layer, the buried depth of the pile foundation will differ from each other as well. In practical construction, since the designed pile length is not definitely consistent with the actual pile length, masses of piles will be required to be cut off or supplemented, resulting in huge cost waste and potential safety hazards. Accordingly, the prediction of pile foundation buried depth is of great significance in construction engineering. In this paper, a nonlinear model based on coordinates and buried depth of piles was established by the BP neural network to predict the samples to be evaluated, the consequence of which indicated that the BP neural network was easily trapped in local extreme value, and the error reached 31%. Afterwards, the QPSO algorithm was proposed to optimize the weights and thresholds of the BP network, which showed that the minimum error of QPSO-BP was merely 9.4% in predicting the depth of bearing stratum and 2.9% in predicting the buried depth of pile foundation. Besides, this paper compared QPSO-BP with three other robust models referred to as FWA-BP, PSO-BP, and BP by three statistical tests (RMSE, MAE, and MAPE). The accuracy of the QPSO-BP algorithm was the highest, which demonstrated the superiority of QPSO-BP in practical engineering.</abstract><cop>New York</cop><pub>Hindawi</pub><doi>10.1155/2021/2015408</doi><orcidid>https://orcid.org/0000-0003-1572-0855</orcidid><orcidid>https://orcid.org/0000-0003-3490-537X</orcidid><orcidid>https://orcid.org/0000-0001-6960-7044</orcidid><orcidid>https://orcid.org/0000-0002-6798-1195</orcidid><orcidid>https://orcid.org/0000-0002-7653-1356</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Algorithms Back propagation networks Carbon dioxide Civil engineering Construction Construction engineering Engineering Extreme values Fault diagnosis Information processing Load Machine learning Neural networks Oil recovery Particle swarm optimization Pile foundations Soil layers Soil properties Statistical methods Statistical tests System theory |
title | The Prediction of Pile Foundation Buried Depth Based on BP Neural Network Optimized by Quantum Particle Swarm Optimization |
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