Loading…

Formulation of uplift capacity of suction caissons using multi expression programming

Suction caissons have increasingly been used as foundations and anchors for deepwater offshore structures in the last decade. The increased use of suction caissons defines a serious need to develop more authentic methods for simulating their behavior. Reliable assessment of uplift capacity of caisso...

Full description

Saved in:
Bibliographic Details
Published in:KSCE journal of civil engineering 2011, 15(2), , pp.363-373
Main Authors: Gandomi, Amir Hossein, Alavi, Amir Hossein, Yun, Gun Jin
Format: Article
Language:English
Subjects:
Citations: 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-c467t-c35a03589d5b3bd025f5c8bcf271fa909267cd2fd67fc16ccceec0166530213a3
cites
container_end_page 373
container_issue 2
container_start_page 363
container_title KSCE journal of civil engineering
container_volume 15
creator Gandomi, Amir Hossein
Alavi, Amir Hossein
Yun, Gun Jin
description Suction caissons have increasingly been used as foundations and anchors for deepwater offshore structures in the last decade. The increased use of suction caissons defines a serious need to develop more authentic methods for simulating their behavior. Reliable assessment of uplift capacity of caissons in cohesive soils is a critical issue facing design engineers. This paper proposes a new approach for the formulation of the uplift capacity of suction caissons using a promising variant of Genetic Programming (GP), namely Multi Expression Programming (MEP). The proposed model is developed based on experimental results obtained from the literature. The derived MEP-based formula takes into account the effect of aspect ratio of caisson, shear strength of clayey soil, point of application and angle of inclination of loading, soil permeability and loading rate. A subsequent parametric analysis is carried out and the trends of the results are confirmed via previous studies. The results indicate that the MEP formulation can predict the uplift capacity of suction caissons with an acceptable level of accuracy. The proposed formula provides a prediction performance better than or comparable with the models found in the literature. The MEP-based simplified formulation is particularly valuable for providing an analysis tool accessible to practicing engineers.
doi_str_mv 10.1007/s12205-011-1117-9
format article
fullrecord <record><control><sourceid>proquest_nrf_k</sourceid><recordid>TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_663602</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1654688820</sourcerecordid><originalsourceid>FETCH-LOGICAL-c467t-c35a03589d5b3bd025f5c8bcf271fa909267cd2fd67fc16ccceec0166530213a3</originalsourceid><addsrcrecordid>eNqFkU1LAzEQhhdRsNT-AG8LXrxE89F8HUvxo1AQpJ5Dmk1K2t3NmuyC_nuzraB4MZcJeZ-ZzMxbFNcI3iEI-X1CGEMKIEIAIcSBPCsmSHIGiIDiPN8xZoBLIS6LWUp7mA_BXBA6Kd4eQ2yGWvc-tGVw5dDV3vWl0Z02vv8cn9JgjqrRPqXQpnJIvt2VOav3pf3ook1p1LsYdlE3TRavigun62Rn33Ga_3nYLJ_B-uVptVysgZkz3gNDqIaEClnRLdlWEFNHjdgahzlyWkKJGTcVdhXjziBmjLHWQMQYJRAjosm0uD3VbaNTB-NV0P4Yd0Edolq8blaKMcIg_kFzm--DTb1qfDK2rnVrw5AU4oIhJgmn_6OMzpkQAsOM3vxB92GIbZ5ZZScwlHnRKFP4RKUu5u3Y-IuCarRQnSxU2cIxkStJvgAeeI4g</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1112090321</pqid></control><display><type>article</type><title>Formulation of uplift capacity of suction caissons using multi expression programming</title><source>ScienceDirect - Connect here FIRST to enable access</source><source>Springer Link</source><creator>Gandomi, Amir Hossein ; Alavi, Amir Hossein ; Yun, Gun Jin</creator><creatorcontrib>Gandomi, Amir Hossein ; Alavi, Amir Hossein ; Yun, Gun Jin</creatorcontrib><description>Suction caissons have increasingly been used as foundations and anchors for deepwater offshore structures in the last decade. The increased use of suction caissons defines a serious need to develop more authentic methods for simulating their behavior. Reliable assessment of uplift capacity of caissons in cohesive soils is a critical issue facing design engineers. This paper proposes a new approach for the formulation of the uplift capacity of suction caissons using a promising variant of Genetic Programming (GP), namely Multi Expression Programming (MEP). The proposed model is developed based on experimental results obtained from the literature. The derived MEP-based formula takes into account the effect of aspect ratio of caisson, shear strength of clayey soil, point of application and angle of inclination of loading, soil permeability and loading rate. A subsequent parametric analysis is carried out and the trends of the results are confirmed via previous studies. The results indicate that the MEP formulation can predict the uplift capacity of suction caissons with an acceptable level of accuracy. The proposed formula provides a prediction performance better than or comparable with the models found in the literature. The MEP-based simplified formulation is particularly valuable for providing an analysis tool accessible to practicing engineers.</description><identifier>ISSN: 1226-7988</identifier><identifier>EISSN: 1976-3808</identifier><identifier>DOI: 10.1007/s12205-011-1117-9</identifier><language>eng</language><publisher>Heidelberg: Korean Society of Civil Engineers</publisher><subject>Aspect ratio ; Assessments ; Caissons ; Civil Engineering ; Clay ; Clay soils ; Cohesive soils ; Deep water ; Engineering ; Engineers ; Foundations ; Genetic algorithms ; Geotechnical Engineering &amp; Applied Earth Sciences ; Inclination angle ; Industrial Pollution Prevention ; Load distribution ; Loading rate ; Mathematical models ; Offshore structures ; Parametric analysis ; Permeability ; Planning ; Programming ; Shear strength ; Soil ; Soil permeability ; Soil strength ; Soils ; Uplift ; 토목공학</subject><ispartof>KSCE Journal of Civil Engineering, 2011, 15(2), , pp.363-373</ispartof><rights>Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2011</rights><rights>Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2011.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c467t-c35a03589d5b3bd025f5c8bcf271fa909267cd2fd67fc16ccceec0166530213a3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids><backlink>$$Uhttps://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART001522129$$DAccess content in National Research Foundation of Korea (NRF)$$Hfree_for_read</backlink></links><search><creatorcontrib>Gandomi, Amir Hossein</creatorcontrib><creatorcontrib>Alavi, Amir Hossein</creatorcontrib><creatorcontrib>Yun, Gun Jin</creatorcontrib><title>Formulation of uplift capacity of suction caissons using multi expression programming</title><title>KSCE journal of civil engineering</title><addtitle>KSCE J Civ Eng</addtitle><description>Suction caissons have increasingly been used as foundations and anchors for deepwater offshore structures in the last decade. The increased use of suction caissons defines a serious need to develop more authentic methods for simulating their behavior. Reliable assessment of uplift capacity of caissons in cohesive soils is a critical issue facing design engineers. This paper proposes a new approach for the formulation of the uplift capacity of suction caissons using a promising variant of Genetic Programming (GP), namely Multi Expression Programming (MEP). The proposed model is developed based on experimental results obtained from the literature. The derived MEP-based formula takes into account the effect of aspect ratio of caisson, shear strength of clayey soil, point of application and angle of inclination of loading, soil permeability and loading rate. A subsequent parametric analysis is carried out and the trends of the results are confirmed via previous studies. The results indicate that the MEP formulation can predict the uplift capacity of suction caissons with an acceptable level of accuracy. The proposed formula provides a prediction performance better than or comparable with the models found in the literature. The MEP-based simplified formulation is particularly valuable for providing an analysis tool accessible to practicing engineers.</description><subject>Aspect ratio</subject><subject>Assessments</subject><subject>Caissons</subject><subject>Civil Engineering</subject><subject>Clay</subject><subject>Clay soils</subject><subject>Cohesive soils</subject><subject>Deep water</subject><subject>Engineering</subject><subject>Engineers</subject><subject>Foundations</subject><subject>Genetic algorithms</subject><subject>Geotechnical Engineering &amp; Applied Earth Sciences</subject><subject>Inclination angle</subject><subject>Industrial Pollution Prevention</subject><subject>Load distribution</subject><subject>Loading rate</subject><subject>Mathematical models</subject><subject>Offshore structures</subject><subject>Parametric analysis</subject><subject>Permeability</subject><subject>Planning</subject><subject>Programming</subject><subject>Shear strength</subject><subject>Soil</subject><subject>Soil permeability</subject><subject>Soil strength</subject><subject>Soils</subject><subject>Uplift</subject><subject>토목공학</subject><issn>1226-7988</issn><issn>1976-3808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNqFkU1LAzEQhhdRsNT-AG8LXrxE89F8HUvxo1AQpJ5Dmk1K2t3NmuyC_nuzraB4MZcJeZ-ZzMxbFNcI3iEI-X1CGEMKIEIAIcSBPCsmSHIGiIDiPN8xZoBLIS6LWUp7mA_BXBA6Kd4eQ2yGWvc-tGVw5dDV3vWl0Z02vv8cn9JgjqrRPqXQpnJIvt2VOav3pf3ook1p1LsYdlE3TRavigun62Rn33Ga_3nYLJ_B-uVptVysgZkz3gNDqIaEClnRLdlWEFNHjdgahzlyWkKJGTcVdhXjziBmjLHWQMQYJRAjosm0uD3VbaNTB-NV0P4Yd0Edolq8blaKMcIg_kFzm--DTb1qfDK2rnVrw5AU4oIhJgmn_6OMzpkQAsOM3vxB92GIbZ5ZZScwlHnRKFP4RKUu5u3Y-IuCarRQnSxU2cIxkStJvgAeeI4g</recordid><startdate>20110201</startdate><enddate>20110201</enddate><creator>Gandomi, Amir Hossein</creator><creator>Alavi, Amir Hossein</creator><creator>Yun, Gun Jin</creator><general>Korean Society of Civil Engineers</general><general>Springer Nature B.V</general><general>대한토목학회</general><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</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>FR3</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</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><scope>7TN</scope><scope>ACYCR</scope></search><sort><creationdate>20110201</creationdate><title>Formulation of uplift capacity of suction caissons using multi expression programming</title><author>Gandomi, Amir Hossein ; Alavi, Amir Hossein ; Yun, Gun Jin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c467t-c35a03589d5b3bd025f5c8bcf271fa909267cd2fd67fc16ccceec0166530213a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Aspect ratio</topic><topic>Assessments</topic><topic>Caissons</topic><topic>Civil Engineering</topic><topic>Clay</topic><topic>Clay soils</topic><topic>Cohesive soils</topic><topic>Deep water</topic><topic>Engineering</topic><topic>Engineers</topic><topic>Foundations</topic><topic>Genetic algorithms</topic><topic>Geotechnical Engineering &amp; Applied Earth Sciences</topic><topic>Inclination angle</topic><topic>Industrial Pollution Prevention</topic><topic>Load distribution</topic><topic>Loading rate</topic><topic>Mathematical models</topic><topic>Offshore structures</topic><topic>Parametric analysis</topic><topic>Permeability</topic><topic>Planning</topic><topic>Programming</topic><topic>Shear strength</topic><topic>Soil</topic><topic>Soil permeability</topic><topic>Soil strength</topic><topic>Soils</topic><topic>Uplift</topic><topic>토목공학</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Gandomi, Amir Hossein</creatorcontrib><creatorcontrib>Alavi, Amir Hossein</creatorcontrib><creatorcontrib>Yun, Gun Jin</creatorcontrib><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric &amp; Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric &amp; 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><collection>Oceanic Abstracts</collection><collection>Korean Citation Index</collection><jtitle>KSCE journal of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Gandomi, Amir Hossein</au><au>Alavi, Amir Hossein</au><au>Yun, Gun Jin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Formulation of uplift capacity of suction caissons using multi expression programming</atitle><jtitle>KSCE journal of civil engineering</jtitle><stitle>KSCE J Civ Eng</stitle><date>2011-02-01</date><risdate>2011</risdate><volume>15</volume><issue>2</issue><spage>363</spage><epage>373</epage><pages>363-373</pages><issn>1226-7988</issn><eissn>1976-3808</eissn><abstract>Suction caissons have increasingly been used as foundations and anchors for deepwater offshore structures in the last decade. The increased use of suction caissons defines a serious need to develop more authentic methods for simulating their behavior. Reliable assessment of uplift capacity of caissons in cohesive soils is a critical issue facing design engineers. This paper proposes a new approach for the formulation of the uplift capacity of suction caissons using a promising variant of Genetic Programming (GP), namely Multi Expression Programming (MEP). The proposed model is developed based on experimental results obtained from the literature. The derived MEP-based formula takes into account the effect of aspect ratio of caisson, shear strength of clayey soil, point of application and angle of inclination of loading, soil permeability and loading rate. A subsequent parametric analysis is carried out and the trends of the results are confirmed via previous studies. The results indicate that the MEP formulation can predict the uplift capacity of suction caissons with an acceptable level of accuracy. The proposed formula provides a prediction performance better than or comparable with the models found in the literature. The MEP-based simplified formulation is particularly valuable for providing an analysis tool accessible to practicing engineers.</abstract><cop>Heidelberg</cop><pub>Korean Society of Civil Engineers</pub><doi>10.1007/s12205-011-1117-9</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1226-7988
ispartof KSCE Journal of Civil Engineering, 2011, 15(2), , pp.363-373
issn 1226-7988
1976-3808
language eng
recordid cdi_nrf_kci_oai_kci_go_kr_ARTI_663602
source ScienceDirect - Connect here FIRST to enable access; Springer Link
subjects Aspect ratio
Assessments
Caissons
Civil Engineering
Clay
Clay soils
Cohesive soils
Deep water
Engineering
Engineers
Foundations
Genetic algorithms
Geotechnical Engineering & Applied Earth Sciences
Inclination angle
Industrial Pollution Prevention
Load distribution
Loading rate
Mathematical models
Offshore structures
Parametric analysis
Permeability
Planning
Programming
Shear strength
Soil
Soil permeability
Soil strength
Soils
Uplift
토목공학
title Formulation of uplift capacity of suction caissons using multi expression programming
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-30T09%3A20%3A25IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_nrf_k&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Formulation%20of%20uplift%20capacity%20of%20suction%20caissons%20using%20multi%20expression%20programming&rft.jtitle=KSCE%20journal%20of%20civil%20engineering&rft.au=Gandomi,%20Amir%20Hossein&rft.date=2011-02-01&rft.volume=15&rft.issue=2&rft.spage=363&rft.epage=373&rft.pages=363-373&rft.issn=1226-7988&rft.eissn=1976-3808&rft_id=info:doi/10.1007/s12205-011-1117-9&rft_dat=%3Cproquest_nrf_k%3E1654688820%3C/proquest_nrf_k%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c467t-c35a03589d5b3bd025f5c8bcf271fa909267cd2fd67fc16ccceec0166530213a3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1112090321&rft_id=info:pmid/&rfr_iscdi=true