{"id":1099,"date":"2026-04-02T03:31:56","date_gmt":"2026-04-02T03:31:56","guid":{"rendered":"https:\/\/www.geo-tester.com\/?post_type=standard&#038;p=1099"},"modified":"2026-04-08T05:59:39","modified_gmt":"2026-04-08T05:59:39","slug":"astm-d5199","status":"publish","type":"standard","link":"https:\/\/www.geo-tester.com\/sv\/standard\/astm-d5199\/","title":{"rendered":"ASTM D5199"},"content":{"rendered":"<p>ASTM D5199 \u00e4r en av de mest anv\u00e4nda standarderna f\u00f6r att best\u00e4mma den nominella tjockleken p\u00e5 geosynteter. Den ger en konsekvent metod f\u00f6r att m\u00e4ta tjockleken p\u00e5 geotextiler, geomembraner, geon\u00e4t och dr\u00e4neringskompositer under kontrollerade tryck- och kontaktf\u00f6rh\u00e5llanden.<\/p>\n\n\n\n<p>Tjockleken \u00e4r en viktig egenskap n\u00e4r det g\u00e4ller geosyntetiska prestanda. Den p\u00e5verkar permeabilitet, dragsp\u00e4nningsber\u00e4kningar, dr\u00e4neringsbeteende, d\u00e4mpningsprestanda och installationskvalitet. N\u00e4r tillverkare, laboratorier, entrepren\u00f6rer och kvalitetskontrollteam anv\u00e4nder ASTM D5199 p\u00e5 r\u00e4tt s\u00e4tt kan de j\u00e4mf\u00f6ra resultat fr\u00e5n olika material och produktionspartier med tillf\u00f6rsikt.<\/p>\n\n\n\n<p>F\u00f6r f\u00f6retag som sysslar med v\u00e4g- och vattenbyggnad, milj\u00f6skydd, dr\u00e4neringssystem, deponit\u00e4ckning, v\u00e4gbyggen, gruvdrift och erosionskontroll erbjuder ASTM D5199 ett tillf\u00f6rlitligt s\u00e4tt att kontrollera att produkterna \u00e4r enhetliga och uppfyller kraven.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Vad \u00e4r ASTM D5199?<\/h2>\n\n\n\n<p><strong>ASTM D5199<\/strong> \u00e4r en standardprovningsmetod f\u00f6r m\u00e4tning av geosynteters nominella tjocklek. Metoden m\u00e4ter avst\u00e5ndet mellan tv\u00e5 parallella ytor medan materialet uts\u00e4tts f\u00f6r ett specificerat tryck under 5 sekunder.<\/p>\n\n\n\n<p>Standarden fokuserar p\u00e5 nominell tjocklek snarare \u00e4n minsta tjocklek. Denna distinktion \u00e4r viktig eftersom m\u00e5nga geosynteter komprimeras under belastning. Ett och samma material kan uppvisa olika tjockleksv\u00e4rden n\u00e4r olika kontakttryck anv\u00e4nds.<\/p>\n\n\n\n<p>ASTM D5199 g\u00e4ller f\u00f6r:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><em>Geotextilier<\/em><\/li>\n\n\n\n<li><em>Geomembran<\/em><\/li>\n\n\n\n<li><em>Geonets<\/em><\/li>\n\n\n\n<li><em>Plana dr\u00e4neringsmaterial av geokomposit<\/em><\/li>\n\n\n\n<li><em>HDPE geomembran<\/em><\/li>\n\n\n\n<li><em>V\u00e4vda och ov\u00e4vda geotextilier<\/em><\/li>\n<\/ul>\n\n\n\n<p>Standarden g\u00e4ller inte f\u00f6r texturerade geomembran eller vissa strukturerade geomembran eftersom pressarfoten inte kan f\u00e5 full kontakt med ytan. I dessa fall, <a href=\"https:\/\/www.geo-tester.com\/sv\/standard\/astm-d5994\/\" target=\"_blank\" rel=\"noreferrer noopener\">ASTM D5994<\/a> rekommenderas i allm\u00e4nhet.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Tjocklekstest av geosyntetiska material<\/h2>\n\n\n\n<p>F\u00f6r tjockleksprovning av geosyntetiska material kr\u00e4vs en tjockleksm\u00e4tare med plan bas och en fritt r\u00f6rlig pressarfot. B\u00e5da ytorna m\u00e5ste vara parallella inom 0,01 mm f\u00f6r att m\u00e4tningen ska bli korrekt.<\/p>\n\n\n\n<p>Testet f\u00f6ljer en enkel princip:<\/p>\n\n\n\n<ol start=\"1\" class=\"wp-block-list\">\n<li>Placera provexemplaret p\u00e5 basen.<\/li>\n\n\n\n<li>F\u00f6r pressarfoten i kontakt med materialet.<\/li>\n\n\n\n<li>Applicera det angivna trycket gradvis.<\/li>\n\n\n\n<li>Beh\u00e5ll belastningen i 5 sekunder.<\/li>\n\n\n\n<li>Registrera tjockleksv\u00e4rdet.<\/li>\n<\/ol>\n\n\n\n<p>Den uppm\u00e4tta tjockleken rapporteras med en noggrannhet av 0,02 mm. Laboratorier ber\u00e4knar vanligtvis den genomsnittliga tjockleken, standardavvikelsen och variationskoefficienten fr\u00e5n flera provkroppar.<\/p>\n\n\n\n<p>F\u00f6r de flesta material kr\u00e4ver ASTM D5199 tio provkroppar f\u00f6rdelade \u00f6ver rullens hela bredd. Detta hj\u00e4lper till att f\u00e5nga upp tjockleksvariationer som orsakas av tillverkning, lagring eller hantering.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">M\u00e4tning av geotextilens tjocklek enligt ASTM D5199<\/h2>\n\n\n\n<p>Vid m\u00e4tning av geotextiltjocklek enligt ASTM D5199 anv\u00e4nds procedur A. Denna procedur omfattar geotextilier, geon\u00e4t och plana dr\u00e4neringskompositer.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Procedur A Testf\u00f6rh\u00e5llanden<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Pressarfotens diameter:<\/strong> 56,4 mm<\/li>\n\n\n\n<li><strong>Cirkul\u00e4r pressarfotsomr\u00e5de:<\/strong> 2500 mm\u00b2<\/li>\n\n\n\n<li><strong>P\u00e5f\u00f6rt tryck:<\/strong> 2 \u00b1 0,02 kPa<\/li>\n\n\n\n<li><strong>Kontakttid:<\/strong> 5 sekunder<\/li>\n\n\n\n<li><strong>M\u00e4tningens uppl\u00f6sning:<\/strong> 0,02 mm<\/li>\n<\/ul>\n\n\n\n<p>Tjockleksm\u00e4taren m\u00e5ste ha ett plant st\u00e4d och en fritt r\u00f6rlig pressarfot med parallella ytor.<\/p>\n\n\n\n<p><strong>Kritiskt krav:<\/strong> M\u00e4tytorna m\u00e5ste vara parallella inom mindre \u00e4n 0,01 mm f\u00f6r att s\u00e4kerst\u00e4lla korrekta tjockleksavl\u00e4sningar.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Krav f\u00f6r test av geomembrans tjocklek<\/h2>\n\n\n\n<p>F\u00f6r testet av geomembranets tjocklek anv\u00e4nds procedur B enligt ASTM D5199.<\/p>\n\n\n\n<p>Procedur B g\u00e4ller f\u00f6r alla sl\u00e4ta geomembran utom texturerade eller strukturerade geomembran.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Procedur B Testf\u00f6rh\u00e5llanden<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Pressarfotens diameter:<\/strong> 6,35 mm<\/li>\n\n\n\n<li><strong>P\u00e5f\u00f6rt tryck:<\/strong> 20 \u00b1 0,2 kPa<\/li>\n\n\n\n<li><strong>Kontakttid:<\/strong> 5 sekunder<\/li>\n\n\n\n<li><strong>M\u00e4tnoggrannhet:<\/strong> \u00b10,02 mm<\/li>\n\n\n\n<li><strong>Maximal m\u00e4tbar tjocklek:<\/strong> Minst 10 mm<\/li>\n<\/ul>\n\n\n\n<p><strong>En av de viktigaste skillnaderna mellan procedur A och procedur B \u00e4r det applicerade trycket. ASTM D5199 anv\u00e4nder 2 kPa f\u00f6r geotextilier och 20 kPa f\u00f6r geomembran.<\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Viktiga faktorer som p\u00e5verkar testnoggrannheten<\/h2>\n\n\n\n<p>Flera faktorer kan p\u00e5verka det slutliga tjockleksv\u00e4rdet vid testning enligt ASTM D5199:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Komprimering av prov under f\u00f6rvaring och transport<\/li>\n\n\n\n<li>Fukthalt i materialet<\/li>\n\n\n\n<li>Oj\u00e4mna provytor<\/li>\n\n\n\n<li>Felaktig tryckapplicering<\/li>\n\n\n\n<li>Felaktig storlek p\u00e5 pressarfoten<\/li>\n\n\n\n<li>Otillr\u00e4cklig konditionering av provet<\/li>\n\n\n\n<li>\u00d6verdriven sp\u00e4nning under hanteringen<\/li>\n<\/ul>\n\n\n\n<p>F\u00f6r styva eller b\u00f6jda material kan en ram hj\u00e4lpa till att platta till provkroppen utan att p\u00e5verka m\u00e4tomr\u00e5det. Detta \u00e4r s\u00e4rskilt anv\u00e4ndbart f\u00f6r styva geokompositer och tunga geomembran.<\/p>\n\n\n\n<p>Kvalitetskontrollgrupper b\u00f6r ocks\u00e5 undvika att testa prover som tagits fr\u00e5n vikta, krossade eller f\u00f6rvr\u00e4ngda delar av en rulle.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Rekommenderad utrustning f\u00f6r ASTM D5199-testning<\/h2>\n\n\n\n<p>En h\u00f6gkvalitativ tjocklekstestare \u00e4r avg\u00f6rande f\u00f6r att uppn\u00e5 repeterbara ASTM D5199-resultat. Instrumentet ska ge stabil tryckkontroll, noggrann m\u00e4tning av f\u00f6rskjutning, flexibla pressarfotskonfigurationer och tillf\u00f6rlitlig statistisk analys.<\/p>\n\n\n\n<p>F\u00f6r laboratorier som utf\u00f6r m\u00e4tning av geotextiltjocklek, testprocedurer f\u00f6r geomembrantjocklek och andra utv\u00e4rderingar av geosyntetisk kvalitet \u00e4r Cell Instruments FTT-01 Thickness Tester en l\u00e4mplig l\u00f6sning.<\/p>\n\n\n\n<p><strong>Viktiga f\u00f6rdelar \u00e4r bland annat:<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>PLC-styrning med HMI-peksk\u00e4rm f\u00f6r intuitiv drift<\/li>\n\n\n\n<li>Automatisk pressarfotslyft f\u00f6r att minimera skador p\u00e5 provkroppar och f\u00f6rb\u00e4ttra repeterbarheten<\/li>\n\n\n\n<li>Realtidsvisning av max-, min-, medel- och standardavvikelsev\u00e4rden<\/li>\n\n\n\n<li>Mikroskrivare och RS-232-anslutning som tillval f\u00f6r sp\u00e5rbarhet av data<\/li>\n\n\n\n<li>Valfri manuell eller automatisk matning f\u00f6r testmilj\u00f6er med h\u00f6g genomstr\u00f6mning<\/li>\n\n\n\n<li>H\u00f6g uppl\u00f6sning p\u00e5 0,1 \u03bcm inom intervallet 0 till 2 mm<\/li>\n\n\n\n<li>Anpassningsbart testomr\u00e5de f\u00f6r tjockare material<\/li>\n\n\n\n<li>Flera pressarfotsalternativ f\u00f6r olika material och standarder<\/li>\n<\/ul>\n\n\n\n<p>Tjocklekstestaren FTT-01 kan konfigureras med platta pressarf\u00f6tter som klarar olika tryckkrav f\u00f6r film-, pappers- och geosyntetiska applikationer. Denna flexibilitet g\u00f6r den l\u00e4mplig f\u00f6r laboratorier som testar ett brett utbud av material ut\u00f6ver geosynteter, inklusive f\u00f6rpackningsfilmer, papper, textilier och flexibel plast.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Vanliga fr\u00e5gor<\/h2>\n\n\n\n<div data-wp-context=\"{ &quot;autoclose&quot;: false, &quot;accordionItems&quot;: [] }\" data-wp-interactive=\"core\/accordion\" role=\"group\" class=\"wp-block-accordion is-layout-flow wp-block-accordion-is-layout-flow\">\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-1&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-1-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-1\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Vad anv\u00e4nds ASTM D5199 till?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-1\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-1-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>ASTM D5199 anv\u00e4nds f\u00f6r att best\u00e4mma den nominella tjockleken p\u00e5 geosynteter som geotextilier, geomembran, geon\u00e4t och dr\u00e4neringskompositer.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-2&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-2-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-2\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Vad \u00e4r skillnaden mellan nominell tjocklek och minsta tjocklek?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-2\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-2-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>Nominell tjocklek avser den tjocklek som uppm\u00e4tts under ett specificerat tryck- och kontaktf\u00f6rh\u00e5llande, medan minsta tjocklek avser den l\u00e4gsta tjocklek som finns i materialet.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-3&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-3-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-3\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Varf\u00f6r anv\u00e4nder ASTM D5199 olika tryck f\u00f6r olika material?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-3\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-3-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>Geotextilier komprimeras l\u00e4ttare \u00e4n geomembran. L\u00e4gre tryck f\u00f6rhindrar \u00f6verkomprimering av textila material, medan h\u00f6gre tryck s\u00e4kerst\u00e4ller korrekt kontakt f\u00f6r geomembran.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-4&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-4-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-4\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Hur m\u00e5nga provkroppar kr\u00e4vs enligt ASTM D5199?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-4\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-4-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>Standarden kr\u00e4ver i allm\u00e4nhet tio provkroppar f\u00f6rdelade \u00f6ver materialrullens hela bredd.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-5&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-5-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-5\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Kan ASTM D5199 testa texturerade geomembran?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-5\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-5-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>Nej, det g\u00f6r jag inte. <a href=\"https:\/\/store.astm.org\/d5199-25.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ASTM D5199<\/a> g\u00e4ller inte f\u00f6r texturerade geomembran eftersom pressarfoten inte kan komma i full kontakt med ytan. ASTM D5994 anv\u00e4nds vanligtvis ist\u00e4llet.<\/p>\n<\/div>\n<\/div>\n\n\n\n<div data-wp-class--is-open=\"state.isOpen\" data-wp-context=\"{ &quot;id&quot;: &quot;accordion-item-6&quot;, &quot;openByDefault&quot;: false }\" data-wp-init=\"callbacks.initAccordionItems\" data-wp-on-window--hashchange=\"callbacks.hashChange\" class=\"wp-block-accordion-item is-layout-flow wp-block-accordion-item-is-layout-flow\">\n<h3 class=\"wp-block-accordion-heading\"><button aria-expanded=\"false\" aria-controls=\"accordion-item-6-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-6\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Vilken \u00e4r den n\u00f6dv\u00e4ndiga konditioneringsmilj\u00f6n f\u00f6r ASTM D5199?<\/span><span class=\"wp-block-accordion-heading__toggle-icon\" aria-hidden=\"true\">+<\/span><\/button><\/h3>\n\n\n\n<div inert aria-labelledby=\"accordion-item-6\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-6-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p>Provkropparna b\u00f6r konditioneras vid 21 \u00b1 2 \u00b0C och 60 \u00b1 10 % relativ fuktighet f\u00f6re provning.<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<p><\/p>","protected":false},"excerpt":{"rendered":"<p>ASTM D5199 definierar en standardiserad metod f\u00f6r att m\u00e4ta den nominella tjockleken p\u00e5 geosynteter under kontrollerade tryck- och tidsf\u00f6rh\u00e5llanden. Metoden g\u00e4ller f\u00f6r geotextilier, sl\u00e4ta geomembran, geon\u00e4t och dr\u00e4neringskompositer.<\/p>","protected":false},"featured_media":0,"parent":0,"template":"","meta":{"_acf_changed":true},"standard-category":[],"class_list":["post-1099","standard","type-standard","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.geo-tester.com\/sv\/wp-json\/wp\/v2\/standard\/1099","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geo-tester.com\/sv\/wp-json\/wp\/v2\/standard"}],"about":[{"href":"https:\/\/www.geo-tester.com\/sv\/wp-json\/wp\/v2\/types\/standard"}],"wp:attachment":[{"href":"https:\/\/www.geo-tester.com\/sv\/wp-json\/wp\/v2\/media?parent=1099"}],"wp:term":[{"taxonomy":"standard-category","embeddable":true,"href":"https:\/\/www.geo-tester.com\/sv\/wp-json\/wp\/v2\/standard-category?post=1099"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}