[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-detail-32605":3,"doc-seo-32605":27},{"code":4,"msg":5,"data":6},0,"success",{"doc_id":7,"user_id":8,"nickname":9,"user_avatar":10,"doc_module":4,"category_id":11,"category_name":12,"doc_title":13,"doc_description":14,"file_id":15,"file_url":16,"file_type":17,"file_size":18,"view_count":4,"is_deleted":4,"is_public":19,"is_downloadable":19,"audit_status":19,"page_count":20,"language":21,"language_code":22,"table_of_contents":23,"faqs":24,"seo_title":13,"seo_description":14,"update_tm":25,"read_time":26},32605,16904993612988,"Olivia Brown","https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd",8,"Research & Report","Multi-objective Optimum Design of Geosynthetic Reinforced Soil Foundation Using Genetic Algorithm","Reinforcements embedded in soil increase bearing capacity while reducing settlement, creating a conflicting design trade-off between performance and cost. The study applies NSGA-II, a non-dominated sorting genetic algorithm for multi-objective optimization, to maximize the bearing capacity factor with minimal foundation cost. A design framework incorporating both pull-out and rupture failure modes is used, yielding a Pareto-optimal set of solutions. NSGA-II is evaluated as highly efficient, and parameter implementation details and sensitivity via a parametric study are discussed.","cbCaihmGDykNZDbF","https://ap.wps.com/l/cbCaihmGDykNZDbF","pdf",624670,1,15,"English","en","# Introduction\n## Geosynthetic reinforced soil concepts\n## Design criteria: bearing capacity and settlement\n## Failure modes: pull-out and rupture\n## Prior work and optimization approaches\n## Motivation for multi-objective optimization","[{\"question\":\"Why is geosynthetic reinforcement used in soil foundations?\",\"answer\":\"Geosynthetic reinforcement increases tensile strength and enhances shear resistance at soil-reinforcement interfaces, improving bearing behavior and reducing settlement.\"},{\"question\":\"What optimization approach is used to balance conflicting objectives?\",\"answer\":\"The paper uses NSGA-II, treating the problem as multi-objective optimization to maximize bearing capacity factor while minimizing foundation cost.\"},{\"question\":\"Which failure modes are considered in the design methodology?\",\"answer\":\"The methodology incorporates both pull-out failure and rupture (break out) failure of geosynthetic reinforcement.\"}]",1781738759,38,{"code":4,"msg":28,"data":29},"ok",{"site_id":30,"language":22,"slug":31,"title":13,"keywords":32,"description":14,"schema_data":33,"social_meta":84,"head_meta":86,"extra_data":88,"updated_unix":25},105,"multi-objective-optimum-design-of-geosynthetic-reinforced-soil-foundation-using-genetic-algorithm","",{"@graph":34,"@context":83},[35,52,66],{"@type":36,"itemListElement":37},"BreadcrumbList",[38,42,46,49],{"item":39,"name":40,"@type":41,"position":19},"https://docshare.wps.com","Home","ListItem",{"item":43,"name":44,"@type":41,"position":45},"https://docshare.wps.com/document/","Document",2,{"item":47,"name":12,"@type":41,"position":48},"https://docshare.wps.com/document/research-report/",3,{"item":50,"name":13,"@type":41,"position":51},"https://docshare.wps.com/document/multi-objective-optimum-design-of-geosynthetic-reinforced-soil-foundation-using-genetic-algorithm/32605/",4,{"url":50,"name":13,"@type":53,"author":54,"headline":13,"publisher":56,"fileFormat":59,"description":14,"dateModified":60,"datePublished":60,"encodingFormat":59,"isAccessibleForFree":61,"interactionStatistic":62},"DigitalDocument",{"name":9,"@type":55},"Person",{"url":39,"name":57,"@type":58},"DocShare","Organization","application/pdf","2026-06-17",true,{"@type":63,"interactionType":64,"userInteractionCount":4},"InteractionCounter",{"@type":65},"ViewAction",{"@type":67,"mainEntity":68},"FAQPage",[69,75,79],{"name":70,"@type":71,"acceptedAnswer":72},"Why is geosynthetic reinforcement used in soil foundations?","Question",{"text":73,"@type":74},"Geosynthetic reinforcement increases tensile strength and enhances shear resistance at soil-reinforcement interfaces, improving bearing behavior and reducing settlement.","Answer",{"name":76,"@type":71,"acceptedAnswer":77},"What optimization approach is used to balance conflicting objectives?",{"text":78,"@type":74},"The paper uses NSGA-II, treating the problem as multi-objective optimization to maximize bearing capacity factor while minimizing foundation cost.",{"name":80,"@type":71,"acceptedAnswer":81},"Which failure modes are considered in the design methodology?",{"text":82,"@type":74},"The methodology incorporates both pull-out failure and rupture (break out) failure of geosynthetic reinforcement.","https://schema.org",{"og:url":50,"og:type":85,"og:title":13,"og:site_name":57,"og:description":14},"article",{"robots":87,"canonical":50},"index,follow",{"doc_id":7,"site_id":30}]