[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-detail-31632":3,"doc-seo-31632":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},31632,4398048950312,"Violet","https://ap-avatar.wpscdn.com/avatar/400002538284de19e3c?_k=1778320343897328908",8,"Research & Report","Binary Carbide Lime Alkali-Activated Rice Husk Ash System for Granular Soil Stabilization","This study investigates an alkali-activated binder system for stabilizing granular soil using rice husk ash as the precursor and carbide lime as the activator. Strength and stiffness of sand–rice husk ash–carbide lime mixtures were evaluated through a controlled experimental program varying binder content (10–20%), dry density (15.5–17.5 kN/m³), curing period (7–28 days), and Ca/SiO2 molar ratios (1–2). Microstructural analyses and statistical analysis show that binder content, dry density, and curing enhance performance, while higher Ca/SiO2 suppresses it. Two calcium aluminosilicate hydrate phases, scolutionite and jaffeite, were identified as key hydrate structures.","cbCair0WCnQ0KsGq","https://ap.wps.com/l/cbCair0WCnQ0KsGq","pdf",5719231,1,51,"English","en","# Abstract\n## Materials and Methods\n## Experimental Variables\n## Results and Statistical Findings\n## Microstructural Characterization","[{\"question\":\"What components make up the alkali-activated binder system in the study?\",\"answer\":\"Rice husk ash is used as the precursor and carbide lime is used as the activator to form the alkali-activated binder for granular soil stabilization.\"},{\"question\":\"Which experimental factors were varied to evaluate strength and stiffness?\",\"answer\":\"Binder content (10% and 20%), dry density (15.5, 16.5, and 17.5 kN/m³), curing period (7 and 28 days), and Ca/SiO2 ratios (1, 1.5, and 2) were evaluated.\"},{\"question\":\"How does changing Ca/SiO2 ratio affect the mechanical behavior?\",\"answer\":\"Increasing the Ca/SiO2 ratio hinders the mechanical behavior, reducing strength and stiffness trends compared with lower ratios.\"}]",1779829279,129,{"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,"binary-carbide-lime-alkali-activated-rice-husk-ash-system-for-granular-soil-stabilization","",{"@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/binary-carbide-lime-alkali-activated-rice-husk-ash-system-for-granular-soil-stabilization/31632/",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","2026-05-26",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},"What components make up the alkali-activated binder system in the study?","Question",{"text":73,"@type":74},"Rice husk ash is used as the precursor and carbide lime is used as the activator to form the alkali-activated binder for granular soil stabilization.","Answer",{"name":76,"@type":71,"acceptedAnswer":77},"Which experimental factors were varied to evaluate strength and stiffness?",{"text":78,"@type":74},"Binder content (10% and 20%), dry density (15.5, 16.5, and 17.5 kN/m³), curing period (7 and 28 days), and Ca/SiO2 ratios (1, 1.5, and 2) were evaluated.",{"name":80,"@type":71,"acceptedAnswer":81},"How does changing Ca/SiO2 ratio affect the mechanical behavior?",{"text":82,"@type":74},"Increasing the Ca/SiO2 ratio hinders the mechanical behavior, reducing strength and stiffness trends compared with lower ratios.","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}]