{"id":3211,"date":"2026-03-18T06:50:40","date_gmt":"2026-03-18T06:50:40","guid":{"rendered":"https:\/\/test.geo-tester.com\/?post_type=application&#038;p=3211"},"modified":"2026-03-18T06:55:00","modified_gmt":"2026-03-18T06:55:00","slug":"astm-d6241","status":"publish","type":"application","link":"https:\/\/test.geo-tester.com\/sk\/application\/astm-d6241.html","title":{"rendered":"ASTM D6241"},"content":{"rendered":"<h2 class=\"wp-block-heading\">Pochopenie normy ASTM D6241 pri testovan\u00ed geosyntetick\u00fdch materi\u00e1lov<\/h2>\n\n\n\n<p><strong>ASTM D6241<\/strong> je v\u0161eobecne uzn\u00e1van\u00fd \u0161tandard pou\u017e\u00edvan\u00fd na hodnotenie <strong>pevnos\u0165 geotext\u00edli\u00ed a materi\u00e1lov s\u00favisiacich s geosyntetikou v preb\u00edjan\u00ed<\/strong>. Test ur\u010duje silu potrebn\u00fa na prepichnutie vzorky pomocou <strong>Valcov\u00e1 sonda s priemerom 50 mm<\/strong>, \u010do predstavuje d\u00f4le\u017eit\u00fa indexov\u00fa hodnotu na pos\u00fadenie mechanickej odolnosti t\u00fdchto materi\u00e1lov.<\/p>\n\n\n\n<p>V in\u017einierskych aplik\u00e1ci\u00e1ch, ako s\u00fa napr\u00edklad obklady skl\u00e1dok, v\u00fdstavba ciest a dren\u00e1\u017ene syst\u00e9my, musia geotext\u00edlie odol\u00e1va\u0165 nam\u00e1haniu sp\u00f4soben\u00e9mu kamenivom, \u010dasticami p\u00f4dy a za\u0165a\u017eeniu pri in\u0161tal\u00e1cii. Na str\u00e1nke <strong>Met\u00f3da ASTM D6241<\/strong>, be\u017ene ozna\u010dovan\u00fd ako <strong>Sk\u00fa\u0161ka prierazom CBR<\/strong>, simuluje koncentrovan\u00e9 sily, ktor\u00e9 sa m\u00f4\u017eu vyskytn\u00fa\u0165 po\u010das in\u0161tal\u00e1cie alebo servisu.<\/p>\n\n\n\n<p>Meran\u00edm <strong>maxim\u00e1lna sila potrebn\u00e1 na pretrhnutie materi\u00e1lu<\/strong>, in\u017einieri a odborn\u00edci na kontrolu kvality m\u00f4\u017eu pos\u00fadi\u0165, \u010di geosyntetick\u00fd v\u00fdrobok poskytuje primeran\u00fa odolnos\u0165 vo\u010di po\u0161kodeniu prepichnut\u00edm.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Statick\u00e1 sk\u00fa\u0161ka pevnosti geosyntetick\u00fdch materi\u00e1lov pri prepichnut\u00ed<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>statick\u00e1 sk\u00fa\u0161ka pevnosti geosyntetick\u00fdch materi\u00e1lov<\/strong> poskytuje indexov\u00e9 meranie, ktor\u00e9 odr\u00e1\u017ea odolnos\u0165 materi\u00e1lu vo\u010di lok\u00e1lnemu za\u0165a\u017eeniu. Met\u00f3da p\u00f4sob\u00ed vertik\u00e1lnou silou cez oce\u013eov\u00fa sondu na stred upnutej vzorky, a\u017e k\u00fdm ned\u00f4jde k jej roztrhnutiu.<\/p>\n\n\n\n<p>Na rozdiel od sk\u00fa\u0161ky \u0165ahom, ktor\u00e1 hodnot\u00ed pevnos\u0165 pri rovnomernom nam\u00e1han\u00ed, t\u00e1to sk\u00fa\u0161ka vytv\u00e1ra <strong>viacsmern\u00e9 nap\u00e4tie okolo hrotu sondy<\/strong>. Tento priebeh nap\u00e4tia lep\u0161ie zodpoved\u00e1 skuto\u010dn\u00fdm podmienkam, ke\u010f na povrch geotext\u00edlie tla\u010dia ostr\u00e9 kamene alebo mechanick\u00e9 za\u0165a\u017eenie.<\/p>\n\n\n\n<p>Medzi hlavn\u00e9 charakteristiky tohto testu patria:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Priemer sondy:<\/strong> 50 \u00b1 1 mm le\u0161ten\u00fd oce\u013eov\u00fd valec<\/li>\n\n\n\n<li><strong>Polomer okraja sondy:<\/strong> 2,5 \u00b1 0,5 mm<\/li>\n\n\n\n<li><strong>Up\u00ednanie vzoriek:<\/strong> Kruhov\u00e9 up\u00ednacie kr\u00fa\u017eky zabra\u0148uj\u00face sk\u013aznutiu<\/li>\n\n\n\n<li><strong>Testovacie r\u00fdchlosti:<\/strong> Be\u017ene <strong>30 mm\/min, 50 mm\/min alebo 100 mm\/min<\/strong><\/li>\n\n\n\n<li><strong>Meran\u00fd v\u00fdsledok:<\/strong> Maxim\u00e1lna sila potrebn\u00e1 na prepichnutie vzorky<\/li>\n<\/ul>\n\n\n\n<p>Str\u00e1nka <strong>maxim\u00e1lne za\u0165a\u017eenie zaznamenan\u00e9 po\u010das penetr\u00e1cie<\/strong> predstavuje <strong>statick\u00e1 pevnos\u0165 v tlaku<\/strong> materi\u00e1lu.<\/p>\n\n\n\n<p>T\u00e1to hodnota poskytuje in\u017einierom spo\u013eahliv\u00fd ukazovate\u013e odolnosti materi\u00e1lu vo\u010di <strong>lokalizovan\u00e1 deform\u00e1cia a prasknutie<\/strong>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Sk\u00fa\u0161ka odolnosti geotext\u00edli\u00ed proti prepichnutiu<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>sk\u00fa\u0161ka odolnosti geotext\u00edli\u00ed proti prepichnutiu<\/strong> hodnot\u00ed mechanick\u00fa odolnos\u0165 tkan\u00edn pou\u017e\u00edvan\u00fdch vo filtra\u010dn\u00fdch, separa\u010dn\u00fdch, v\u00fdstu\u017en\u00fdch a ochrann\u00fdch vrstv\u00e1ch v geotechnick\u00fdch syst\u00e9moch.<\/p>\n\n\n\n<p>V praktick\u00fdch aplik\u00e1ci\u00e1ch sa geotext\u00edlie \u010dasto stret\u00e1vaj\u00fa s <strong>ostr\u00e9 kamenivo, stavebn\u00e9 za\u0165a\u017eenie a s\u00fastreden\u00e9 nap\u00e4tia<\/strong>. Met\u00f3da ASTM D6241 pom\u00e1ha ur\u010di\u0165, \u010di materi\u00e1l vydr\u017e\u00ed tak\u00e9to sily bez roztrhnutia alebo pretrhnutia.<\/p>\n\n\n\n<p>Medzi typick\u00e9 hodnoten\u00e9 materi\u00e1ly patria:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Tkan\u00e9 geotext\u00edlie<\/li>\n\n\n\n<li>Netkan\u00e9 geotext\u00edlie<\/li>\n\n\n\n<li>Geosyntetick\u00e9 kompozity<\/li>\n\n\n\n<li>Odvod\u0148ovacie geokompozity<\/li>\n\n\n\n<li>V\u00fdstu\u017en\u00e9 tkaniny<\/li>\n<\/ul>\n\n\n\n<p>Preto\u017ee mnoh\u00e9 geosyntetick\u00e9 materi\u00e1ly m\u00f4\u017eu vykazova\u0165 <strong>rozdielne vlastnosti na ka\u017edej strane v d\u00f4sledku v\u00fdrobn\u00fdch procesov<\/strong>, niektor\u00e9 materi\u00e1ly si vy\u017eaduj\u00fa testovanie na oboch povrchoch, aby sa z\u00edskali \u00fapln\u00e9 \u00fadaje o v\u00fdkone.<\/p>\n\n\n\n<p>T\u00edmy zabezpe\u010denia kvality sa spoliehaj\u00fa na <strong>V\u00fdsledky testov pod\u013ea normy ASTM D6241<\/strong> pri v\u00fdbere geotext\u00edli\u00ed pre n\u00e1ro\u010dn\u00e9 stavebn\u00e9 prostredie.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">ASTM D6241 Sk\u00fa\u0161obn\u00e9 pr\u00edstroje a zariadenia<\/h2>\n\n\n\n<p>Norma \u0161pecifikuje nieko\u013eko z\u00e1kladn\u00fdch komponentov potrebn\u00fdch na presn\u00e9 vykonanie testu.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-28f84493 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img fetchpriority=\"high\" decoding=\"async\" width=\"600\" height=\"600\" src=\"https:\/\/test.geo-tester.com\/wp-content\/uploads\/2026\/03\/Static-Puncture-Strength-Test-for-Geotextiles-Resistance.webp\" alt=\"\" class=\"wp-image-3214\" srcset=\"https:\/\/test.geo-tester.com\/wp-content\/uploads\/2026\/03\/Static-Puncture-Strength-Test-for-Geotextiles-Resistance.webp 600w, https:\/\/test.geo-tester.com\/wp-content\/uploads\/2026\/03\/Static-Puncture-Strength-Test-for-Geotextiles-Resistance-300x300.webp 300w, https:\/\/test.geo-tester.com\/wp-content\/uploads\/2026\/03\/Static-Puncture-Strength-Test-for-Geotextiles-Resistance-150x150.webp 150w, https:\/\/test.geo-tester.com\/wp-content\/uploads\/2026\/03\/Static-Puncture-Strength-Test-for-Geotextiles-Resistance-12x12.webp 12w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<h3 class=\"wp-block-heading\">Testovac\u00ed stroj<\/h3>\n\n\n\n<p>Test pou\u017e\u00edva <strong>sk\u00fa\u0161obn\u00fd stroj s kon\u0161tantnou r\u00fdchlos\u0165ou natiahnutia alebo s kon\u0161tantnou r\u00fdchlos\u0165ou prie\u010dneho natiahnutia<\/strong> schopn\u00e9 aplikova\u0165 kontrolovan\u00fd posun a zaznamen\u00e1va\u0165 silu.<\/p>\n\n\n\n<p>N\u00e1stroj by mal poskytova\u0165:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Stabiln\u00e9 meranie za\u0165a\u017eenia<\/li>\n\n\n\n<li>Riaden\u00e1 r\u00fdchlos\u0165 kr\u00ed\u017eovej hlavy<\/li>\n\n\n\n<li>Priebe\u017en\u00e9 zaznamen\u00e1vanie sily<\/li>\n<\/ul>\n\n\n\n<p>Modern\u00e9 \u0165ahov\u00e9 sk\u00fa\u0161a\u010dky poskytuj\u00fa aj digit\u00e1lne zobrazenie kriviek a automatick\u00e9 zaznamen\u00e1vanie v\u00fdsledkov.<\/p>\n<\/div>\n<\/div>\n\n\n\n<h3 class=\"wp-block-heading\">Puncture Sonda<\/h3>\n\n\n\n<p>Sonda zohr\u00e1va rozhoduj\u00facu \u00falohu pri konzistentnosti testu. Pod\u013ea <strong>ASTM D6241<\/strong>, sonda mus\u00ed sp\u013a\u0148a\u0165 pr\u00edsne rozmerov\u00e9 po\u017eiadavky:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Priemer: <strong>50 \u00b1 1 mm<\/strong><\/li>\n\n\n\n<li>Valcov\u00e1 oce\u013eov\u00e1 kon\u0161trukcia<\/li>\n\n\n\n<li>Le\u0161ten\u00fd povrch<\/li>\n\n\n\n<li>Zaoblen\u00fd radi\u00e1lny okraj<\/li>\n<\/ul>\n\n\n\n<p>Tieto \u0161pecifik\u00e1cie zabezpe\u010duj\u00fa <strong>opakovate\u013en\u00e9 rozlo\u017eenie nap\u00e4tia<\/strong> po\u010das punkcie.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Up\u00ednacie zariadenie<\/h3>\n\n\n\n<p>Vzorka sa upevn\u00ed medzi <strong>koncentrick\u00e9 kruhov\u00e9 up\u00ednacie dosky<\/strong>.<\/p>\n\n\n\n<p>Medzi d\u00f4le\u017eit\u00e9 funkcie svorky patria:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Vn\u00fatorn\u00fd priemer pribli\u017ene <strong>150 mm<\/strong><\/li>\n\n\n\n<li>Proti\u0161mykov\u00e9 povrchy (vr\u00fabkovanie, vr\u00fabkovanie alebo br\u00fasny papier)<\/li>\n\n\n\n<li>Bezpe\u010dn\u00fd syst\u00e9m u\u0165ahovania skrutiek<\/li>\n<\/ul>\n\n\n\n<p>Spr\u00e1vne upnutie zabra\u0148uje pohybu vzorky, ktor\u00fd by inak mohol ovplyvni\u0165 nameran\u00fa silu vpichu.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Preh\u013ead sk\u00fa\u0161obn\u00e9ho postupu ASTM D6241<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>Postup pod\u013ea normy ASTM D6241<\/strong> postupuje pod\u013ea \u0161trukt\u00farovanej postupnosti, aby sa zabezpe\u010dila opakovate\u013enos\u0165 v\u00fdsledkov.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Pr\u00edprava vzorky<\/h3>\n\n\n\n<p>Sk\u00fa\u0161obn\u00e9 vzorky sa odre\u017e\u00fa z laborat\u00f3rnej vzorky odobratej po celej \u0161\u00edrke rolky geotext\u00edlie. V norme sa odpor\u00fa\u010da vyhn\u00fa\u0165 sa okrajov\u00fdm oblastiam a po\u0161koden\u00fdm \u00fasekom.<\/p>\n\n\n\n<p>Ak nie je uveden\u00e9 inak, <strong>desa\u0165 exempl\u00e1rov<\/strong> sa be\u017ene pou\u017e\u00edvaj\u00fa, ak nie s\u00fa k dispoz\u00edcii \u017eiadne \u00fadaje o \u0161tatistickej odch\u00fdlke.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Nastavenie testu<\/h3>\n\n\n\n<p>Oper\u00e1tor upne vzorku medzi kruhov\u00e9 dosky bez pou\u017eitia \u0165ahu. Okraje vzorky presahuj\u00fa up\u00ednac\u00ed kruh, aby sa zabezpe\u010dila spr\u00e1vna opora.<\/p>\n\n\n\n<p>Sonda je umiestnen\u00e1 priamo nad stredom nepodlo\u017eenej sk\u00fa\u0161obnej plochy.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Vykonanie testu<\/h3>\n\n\n\n<p>Sk\u00fa\u0161obn\u00fd stroj pos\u00fava sondu vertik\u00e1lne smerom k vzorke ur\u010denou r\u00fdchlos\u0165ou. Ako sonda prenik\u00e1 do materi\u00e1lu, sila sa zvy\u0161uje, a\u017e k\u00fdm ned\u00f4jde k pretrhnutiu.<\/p>\n\n\n\n<p>Syst\u00e9m zaznamen\u00e1va:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Maxim\u00e1lna sila prepichnutia<\/strong><\/li>\n\n\n\n<li><strong>Posunutie pri prasknut\u00ed<\/strong><\/li>\n\n\n\n<li>Ak\u00e9ko\u013evek sk\u013aznutie vzorky po\u010das testu<\/li>\n<\/ul>\n\n\n\n<p>Ak sklz prekro\u010d\u00ed <strong>5 mm<\/strong>, v\u00fdsledok sa mus\u00ed vyradi\u0165 a vzorka sa mus\u00ed op\u00e4tovne otestova\u0165.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">V\u00fdpo\u010det v\u00fdsledku<\/h3>\n\n\n\n<p>Kone\u010dn\u00fdm v\u00fdsledkom je <strong>priemern\u00e1 pevnos\u0165 v preb\u00edjan\u00ed<\/strong> z\u00edskan\u00e9 zo v\u0161etk\u00fdch platn\u00fdch vzoriek. Niektor\u00ed klienti m\u00f4\u017eu tie\u017e po\u017eadova\u0165 <strong>priemern\u00fd posun pri maxim\u00e1lnej sile<\/strong>.<\/p>\n\n\n\n<p>Tieto hodnoty poskytuj\u00fa u\u017eito\u010dn\u00e9 \u00fadaje na porovnanie materi\u00e1lov alebo overenie s\u00faladu so \u0161pecifik\u00e1ciami projektu.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Odpor\u00fa\u010dan\u00e9 vybavenie na testovanie pod\u013ea normy ASTM D6241<\/h2>\n\n\n\n<p>Spo\u013eahliv\u00e9 testovanie si vy\u017eaduje presn\u00fa kontrolu za\u0165a\u017eenia a presn\u00e9 meranie posunu. A <strong>univerz\u00e1lny stroj na sk\u00fa\u0161anie v \u0165ahu<\/strong> be\u017ene sa pou\u017e\u00edva \u0161peci\u00e1lny pr\u00edpravok na prepichovanie.<\/p>\n\n\n\n<p>Str\u00e1nka <strong>Cell Instruments TST-01 <a href=\"https:\/\/test.geo-tester.com\/sk\/products\/tst-01-tensile-tester.html\/\" target=\"_blank\" rel=\"noreferrer noopener\">Tester \u0165ahu<\/a><\/strong> poskytuje efekt\u00edvne rie\u0161enie pre laborat\u00f3ri\u00e1 vykon\u00e1vaj\u00face <strong>Testovanie odolnosti proti prepichnutiu pod\u013ea normy ASTM D6241<\/strong>.<\/p>\n\n\n\n<p>Medzi hlavn\u00e9 v\u00fdhody patr\u00ed:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Riadiaci syst\u00e9m zalo\u017een\u00fd na PLC<\/strong> zabezpe\u010denie stabiln\u00e9ho vykon\u00e1vania testov<\/li>\n\n\n\n<li><strong>\u0160irok\u00fd rozsah nastavite\u013en\u00fdch ot\u00e1\u010dok (1-500 mm\/min)<\/strong> kompatibiln\u00e9 s testovac\u00edmi r\u00fdchlos\u0165ami ASTM<\/li>\n\n\n\n<li><strong>Vysoko presn\u00e9 riadenie posunu<\/strong> na presn\u00e9 meranie deform\u00e1cie<\/li>\n\n\n\n<li><strong>Kompatibilita s viacer\u00fdmi svietidlami<\/strong>, \u010do umo\u017e\u0148uje tomu ist\u00e9mu syst\u00e9mu vykon\u00e1va\u0165 sk\u00fa\u0161ky \u0165ahom, odlupovan\u00edm, trhan\u00edm a prepichovan\u00edm.<\/li>\n\n\n\n<li><strong>Vizualiz\u00e1cia krivky v re\u00e1lnom \u010dase<\/strong> prostredn\u00edctvom 7-palcov\u00e9ho dotykov\u00e9ho rozhrania<\/li>\n<\/ul>\n\n\n\n<p>V\u010faka robustnej mechanickej kon\u0161trukcii a flexibilnej konfigur\u00e1cii podporuje TST-01 dlhodob\u00fa spo\u013eahlivos\u0165 v <strong>geosyntetick\u00e9 sk\u00fa\u0161obn\u00e9 laborat\u00f3ri\u00e1, v\u00fdskumn\u00e9 \u00fastavy a zariadenia na kontrolu kvality<\/strong>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Pre\u010do je norma ASTM D6241 d\u00f4le\u017eit\u00e1 pre zabezpe\u010denie kvality<\/h2>\n\n\n\n<p>Pre geosyntetick\u00e9 materi\u00e1ly pou\u017e\u00edvan\u00e9 v projektoch infra\u0161trukt\u00fary, <strong>odolnos\u0165 proti prepichnutiu priamo ovplyv\u0148uje dlhodob\u00fd v\u00fdkon<\/strong>. Nedostato\u010dn\u00e1 prieraznos\u0165 m\u00f4\u017ee vies\u0165 k:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Po\u0161kodenie membr\u00e1ny po\u010das in\u0161tal\u00e1cie<\/li>\n\n\n\n<li>Zn\u00ed\u017een\u00fd v\u00fdkon filtr\u00e1cie alebo separ\u00e1cie<\/li>\n\n\n\n<li>\u0160truktur\u00e1lne poruchy v ochrann\u00fdch vrstv\u00e1ch<\/li>\n<\/ul>\n\n\n\n<p>Implement\u00e1ciou <strong><a href=\"https:\/\/store.astm.org\/d6241-22a.html\" target=\"_blank\" rel=\"noreferrer noopener\">ASTM D6241<\/a> testovanie<\/strong>, v\u00fdrobcovia a in\u017einieri m\u00f4\u017eu:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Objekt\u00edvne porovnanie v\u00fdkonnosti materi\u00e1lu<\/li>\n\n\n\n<li>Overenie s\u00faladu so \u0161pecifik\u00e1ciami projektu<\/li>\n\n\n\n<li>Zlep\u0161enie dizajnu a trvanlivosti v\u00fdrobku<\/li>\n\n\n\n<li>Zabezpe\u010denie bezpe\u010dnej\u0161\u00edch geotechnick\u00fdch in\u0161tal\u00e1ci\u00ed<\/li>\n<\/ul>\n\n\n\n<p>Ke\u010f\u017ee sa infra\u0161trukt\u00farne projekty na\u010falej celosvetovo roz\u0161iruj\u00fa, spo\u013eahliv\u00e9 normy na testovanie geotext\u00edli\u00ed, ako napr. <strong>ASTM D6241<\/strong> zohr\u00e1vaj\u00fa rozhoduj\u00facu \u00falohu pri udr\u017eiavan\u00ed technickej kvality.<\/p>\n\n\n\n<p><\/p>","protected":false},"excerpt":{"rendered":"<p>Pochopenie normy ASTM D6241 pri testovan\u00ed geosyntetick\u00fdch materi\u00e1lov Norma ASTM D6241 je v\u0161eobecne uzn\u00e1van\u00e1 norma pou\u017e\u00edvan\u00e1 na hodnotenie pevnosti geotext\u00edli\u00ed a geosyntetick\u00fdch materi\u00e1lov. Sk\u00fa\u0161ka ur\u010duje silu potrebn\u00fa na prepichnutie vzorky pomocou valcovej sondy s priemerom 50 mm, \u010d\u00edm poskytuje d\u00f4le\u017eit\u00fa indexov\u00fa hodnotu na pos\u00fadenie mechanickej odolnosti t\u00fdchto materi\u00e1lov. V [...]<\/p>","protected":false},"featured_media":0,"parent":0,"template":"","meta":{"_acf_changed":false},"standard":[1012],"class_list":["post-3211","application","type-application","status-publish","hentry","standard-astm"],"acf":[],"_links":{"self":[{"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/application\/3211","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/application"}],"about":[{"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/types\/application"}],"version-history":[{"count":0,"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/application\/3211\/revisions"}],"wp:attachment":[{"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/media?parent=3211"}],"wp:term":[{"taxonomy":"standard","embeddable":true,"href":"https:\/\/test.geo-tester.com\/sk\/wp-json\/wp\/v2\/standard?post=3211"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}