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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...
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Published in: | KSCE journal of civil engineering 2011, 15(2), , pp.363-373 |
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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 |
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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. 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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 & 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 & 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 & 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 & 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 & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</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><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> |
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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 |
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