{"id":1060,"date":"2026-03-18T05:44:18","date_gmt":"2026-03-18T05:44:18","guid":{"rendered":"https:\/\/www.geo-tester.com\/?post_type=method&#038;p=1060"},"modified":"2026-04-08T05:56:49","modified_gmt":"2026-04-08T05:56:49","slug":"puncture-resistance-test","status":"publish","type":"method","link":"https:\/\/www.geo-tester.com\/sk\/method\/puncture-resistance-test\/","title":{"rendered":"Test odolnosti proti prepichnutiu"},"content":{"rendered":"<p>Str\u00e1nka <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> je jedn\u00fdm z najd\u00f4le\u017eitej\u0161\u00edch mechanick\u00fdch hodnoten\u00ed pou\u017e\u00edvan\u00fdch na <strong>geotext\u00edlie, geomembr\u00e1ny a in\u00e9 geosyntetick\u00e9 materi\u00e1ly<\/strong>. Tieto materi\u00e1ly sa vo ve\u013ekej miere pou\u017e\u00edvaj\u00fa pri budovan\u00ed skl\u00e1dok, cestn\u00fdch stavieb, \u017eelezni\u010dn\u00fdch syst\u00e9mov a projektov na ochranu \u017eivotn\u00e9ho prostredia, kde musia odol\u00e1va\u0165 mechanick\u00e9mu po\u0161kodeniu kame\u0148mi, kamenivom a za\u0165a\u017eeniu pri in\u0161tal\u00e1cii.<\/p>\n\n\n\n<p>Po\u010das in\u0161tal\u00e1cie a \u017eivotnosti geosyntetick\u00fdch vrstiev m\u00f4\u017ee d\u00f4js\u0165 k p\u00f4sobeniu koncentrovan\u00fdch s\u00edl, ktor\u00e9 m\u00f4\u017eu vies\u0165 k poruche v d\u00f4sledku prerazenia. Na str\u00e1nke <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> poskytuje kontrolovan\u00fa met\u00f3du merania sily potrebnej na preniknutie do materi\u00e1lu pomocou \u0161tandardizovan\u00fdch sond alebo piestov.<\/p>\n\n\n\n<p>Sk\u00fa\u0161obn\u00e9 laborat\u00f3ri\u00e1 a in\u017einieri sa spoliehaj\u00fa na \u0161tandardizovan\u00e9 postupy definovan\u00e9 v <strong>ASTM D4833, ASTM D5494, ASTM D6241 a ISO 12236<\/strong> na ur\u010denie <strong>statick\u00e1 pevnos\u0165 v tlaku<\/strong> a <strong>index odolnosti proti prepichnutiu<\/strong> geosyntetick\u00fdch materi\u00e1lov. V\u00fdsledky t\u00fdchto testov pom\u00e1haj\u00fa vyhodnoti\u0165 trvanlivos\u0165, porovna\u0165 v\u00fdkonnos\u0165 v\u00fdrobkov a zabezpe\u010di\u0165 s\u00falad s technick\u00fdmi \u0161pecifik\u00e1ciami.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Statick\u00e1 pevnos\u0165 pri prepichnut\u00ed a statick\u00e1 sk\u00fa\u0161ka prepichnutia<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>statick\u00e1 pevnos\u0165 v tlaku<\/strong> geosyntetick\u00e9ho materi\u00e1lu predstavuje jeho odolnos\u0165 vo\u010di penetr\u00e1cii pri neust\u00e1le sa zvy\u0161uj\u00facom za\u0165a\u017een\u00ed. Typick\u00fd <strong>statick\u00e1 sk\u00fa\u0161ka prierazom<\/strong> meria maxim\u00e1lnu silu potrebn\u00fa na pretla\u010denie sondy cez upnut\u00fa vzorku.<\/p>\n\n\n\n<p>V praktickom in\u017einierskom prostred\u00ed sa geosyntetick\u00e9 materi\u00e1ly m\u00f4\u017eu stretn\u00fa\u0165 s:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Ostr\u00e9 kamene vo vrstv\u00e1ch p\u00f4dy<\/li>\n\n\n\n<li>Bodov\u00e9 za\u0165a\u017eenie \u0165a\u017ek\u00fdmi stavebn\u00fdmi strojmi<\/li>\n\n\n\n<li>Koncentr\u00e1cie nap\u00e4tia sp\u00f4soben\u00e9 nerovnomern\u00fdm podlo\u017e\u00edm<\/li>\n\n\n\n<li>Mechanick\u00e9 po\u0161kodenie po\u010das in\u0161tal\u00e1cie<\/li>\n<\/ul>\n\n\n\n<p>A <strong>statick\u00e1 sk\u00fa\u0161ka prierazom<\/strong> reprodukuje tieto lokalizovan\u00e9 nap\u00e4tia v kontrolovan\u00fdch laborat\u00f3rnych podmienkach.<\/p>\n\n\n\n<p>Test vo v\u0161eobecnosti zah\u0155\u0148a tri k\u013e\u00fa\u010dov\u00e9 kroky:<\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Up\u00ednanie vzoriek<\/strong> medzi tuh\u00fdmi kruhov\u00fdmi doskami bez nap\u00e4tia.<\/li>\n\n\n\n<li><strong>Riaden\u00fd pohyb sondy<\/strong> smerom k stredu vzorky.<\/li>\n\n\n\n<li><strong>Zaznamenanie maxim\u00e1lnej sily<\/strong> potrebn\u00e9 na roztrhnutie materi\u00e1lu.<\/li>\n<\/ol>\n\n\n\n<p>V\u00fdsledn\u00fd <strong>hodnota odolnosti proti prepichnutiu<\/strong> poskytuje in\u017einierom spo\u013eahliv\u00fd index na hodnotenie pevnosti a deforma\u010dn\u00e9ho spr\u00e1vania materi\u00e1lu.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Index odolnosti geomembr\u00e1n proti prerazeniu - ASTM D4833<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>index odolnosti proti prepichnutiu<\/strong> test op\u00edsan\u00fd v <strong>ASTM D4833<\/strong> sa be\u017ene pou\u017e\u00edva na <strong>geomembr\u00e1ny a s\u00favisiace v\u00fdrobky<\/strong>.<\/p>\n\n\n\n<p>V tomto <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong>, vzorka je upevnen\u00e1 medzi kruhov\u00fdmi up\u00ednac\u00edmi doskami namontovan\u00fdmi na stroji na sk\u00fa\u0161anie v \u0165ahu. A <strong>pevn\u00e1 valcov\u00e1 oce\u013eov\u00e1 ty\u010d<\/strong> potom p\u00f4sob\u00ed silou na nepodopret\u00fa stredov\u00fa oblas\u0165 vzorky, a\u017e k\u00fdm ned\u00f4jde k jej pretrhnutiu.<\/p>\n\n\n\n<p>Medzi d\u00f4le\u017eit\u00e9 aspekty tejto met\u00f3dy patria:<\/p>\n\n\n\n<p><strong>Testovacia konfigur\u00e1cia<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Vzorka upnut\u00e1 bez nap\u00e4tia<\/li>\n\n\n\n<li>Za\u0165a\u017eenie p\u00f4sobiace v strede vzorky<\/li>\n\n\n\n<li>Testovacie zariadenie zaznamen\u00e1va maxim\u00e1lnu silu<\/li>\n<\/ul>\n\n\n\n<p><strong>\u0160tandardn\u00e1 testovacia r\u00fdchlos\u0165<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>300 \u00b1 10 mm\/min<\/strong><\/li>\n<\/ul>\n\n\n\n<p>Str\u00e1nka <strong>maxim\u00e1lna sila zaznamenan\u00e1 po\u010das penetr\u00e1cie<\/strong> predstavuje <strong>index odolnosti proti prepichnutiu<\/strong> geomembr\u00e1ny. T\u00e1to hodnota sl\u00fa\u017ei ako \u0161tandardizovan\u00e1 referen\u010dn\u00e1 hodnota, ktor\u00e1 umo\u017e\u0148uje in\u017einierom a v\u00fdrobcom porovn\u00e1va\u0165 mechanick\u00fa odolnos\u0165 r\u00f4znych geomembr\u00e1nov\u00fdch materi\u00e1lov.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Odolnos\u0165 geomembr\u00e1n proti pyram\u00eddov\u00e9mu prerazeniu - ASTM D5494<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>pyram\u00eddov\u00e1 odolnos\u0165 proti prepichnutiu<\/strong> test definovan\u00fd v <strong>ASTM D5494<\/strong> poskytuje \u010fal\u0161iu d\u00f4le\u017eit\u00fa <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> met\u00f3da pre geomembr\u00e1ny.<\/p>\n\n\n\n<p>Namiesto valcovej sondy sa pri tejto met\u00f3de pou\u017e\u00edva <strong>penetr\u00e1tor v tvare pyram\u00eddy<\/strong> ktor\u00fd lep\u0161ie simuluje \u00fa\u010dinok hranat\u00fdch kame\u0148ov alebo ostr\u00fdch stavebn\u00fdch \u00falomkov.<\/p>\n\n\n\n<p>Test tie\u017e umo\u017e\u0148uje in\u017einierom vyhodnoti\u0165, ako ochrann\u00e9 vrstvy zlep\u0161uj\u00fa odolnos\u0165 proti prerazeniu. Napr\u00edklad <strong>vrstva netkanej geotext\u00edlie umiestnen\u00e1 nad geomembr\u00e1nou<\/strong> m\u00f4\u017ee v\u00fdrazne zv\u00fd\u0161i\u0165 odolnos\u0165 proti po\u0161kodeniu prepichnut\u00edm.<\/p>\n\n\n\n<p>Medzi hlavn\u00e9 charakteristiky tejto met\u00f3dy patria:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>A <strong>pevn\u00fd oce\u013eov\u00fd pyram\u00eddov\u00fd penetr\u00e1tor<\/strong> p\u00f4sob\u00ed sila v strede vzorky.<\/li>\n\n\n\n<li>Vzorka sa m\u00f4\u017ee testova\u0165 pomocou <strong>voda alebo hlin\u00edkov\u00e1 doska ako podkladov\u00e9 m\u00e9dium<\/strong>.<\/li>\n\n\n\n<li>Test zaznamen\u00e1va aj <strong>za\u0165a\u017eenie pri prepichnut\u00ed a pred\u013a\u017eenie pri pretrhnut\u00ed<\/strong>.<\/li>\n<\/ul>\n\n\n\n<p>Typick\u00e9 r\u00fdchlosti testovania zah\u0155\u0148aj\u00fa:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>50 mm\/min<\/strong> ke\u010f sa ako nosn\u00e9 m\u00e9dium pou\u017e\u00edva voda<\/li>\n\n\n\n<li><strong>10 mm\/min<\/strong> ke\u010f je vzorka podopret\u00e1 hlin\u00edkovou doskou<\/li>\n<\/ul>\n\n\n\n<p>T\u00e1to str\u00e1nka <strong>pyram\u00eddov\u00e1 odolnos\u0165 proti prepichnutiu<\/strong> test poskytuje cenn\u00e9 inform\u00e1cie o v\u00fdkonnosti viacvrstvov\u00fdch geosyntetick\u00fdch syst\u00e9mov pou\u017e\u00edvan\u00fdch pri ochrane skl\u00e1dok.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Statick\u00e1 pevnos\u0165 geotext\u00edli\u00ed v tlaku - ASTM D6241<\/h2>\n\n\n\n<p><strong>ASTM D6241<\/strong> \u0161pecifikuje \u0161iroko pou\u017e\u00edvan\u00fd <strong>statick\u00e1 sk\u00fa\u0161ka prierazom<\/strong> na meranie <strong>statick\u00e1 pevnos\u0165 v tlaku<\/strong> z <strong>geotext\u00edlie a geosyntetick\u00e9 v\u00fdrobky<\/strong>.<\/p>\n\n\n\n<p>T\u00e1to met\u00f3da pou\u017e\u00edva <strong>Valcov\u00e1 sonda s priemerom 50 mm<\/strong>, ktor\u00fd p\u00f4sob\u00ed na materi\u00e1l viacsmern\u00fdm nap\u00e4t\u00edm. Kv\u00f4li tejto geometrii sondy je sk\u00fa\u0161ka v\u0161eobecne zn\u00e1ma ako <strong>Sk\u00fa\u0161ka prierazom CBR<\/strong>.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Princ\u00edp testu<\/h3>\n\n\n\n<p>Vzorka sa upne medzi kruhov\u00e9 kr\u00fa\u017eky bez \u0165ahu a umiestni sa do stroja na sk\u00fa\u0161ky \u0165ahom alebo tlakom. A <strong>50 mm valcov\u00e1 sonda<\/strong> postupuje smerom k stredu vzorky, a\u017e k\u00fdm ned\u00f4jde k jej pretrhnutiu.<\/p>\n\n\n\n<p>Str\u00e1nka <strong>maxim\u00e1lna sila potrebn\u00e1 na prepichnutie materi\u00e1lu<\/strong> predstavuje silu prierazu.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Typick\u00fd sk\u00fa\u0161obn\u00fd postup<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Zvo\u013ete rozsah za\u0165a\u017eenia tak, aby k prasknutiu do\u0161lo medzi <strong>10% a 90% pln\u00e9ho za\u0165a\u017eenia<\/strong>.<\/li>\n\n\n\n<li>Vzorku pevne upnite tak, aby okraje presahovali up\u00ednacie kr\u00fa\u017eky.<\/li>\n\n\n\n<li>Vyrovnajte sondu so stredom vzorky.<\/li>\n\n\n\n<li>P\u00f4sobenie sily kontrolovanou r\u00fdchlos\u0165ou, napr. <strong>30 mm\/min, 50 mm\/min alebo 100 mm\/min<\/strong>.<\/li>\n\n\n\n<li>Zaznamenajte <strong>maxim\u00e1lna prierazn\u00e1 sila a posun pri pretrhnut\u00ed<\/strong>.<\/li>\n<\/ul>\n\n\n\n<p>V\u00fdsledky poskytuj\u00fa <strong>hodnota indexu pevnosti a deforma\u010dn\u00e9 charakteristiky<\/strong>, ktor\u00e9 s\u00fa nevyhnutn\u00e9 na hodnotenie \u0161truktur\u00e1lnej odolnosti geotextiln\u00fdch materi\u00e1lov pou\u017e\u00edvan\u00fdch v stavebn\u00edctve.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Statick\u00e1 sk\u00fa\u0161ka prierazu geosyntetiky - ISO 12236<\/h2>\n\n\n\n<p>Str\u00e1nka <strong>ISO 12236<\/strong> norma \u0161pecifikuje \u010fal\u0161\u00ed v\u0161eobecne uzn\u00e1van\u00fd <strong>statick\u00e1 sk\u00fa\u0161ka prierazom<\/strong>, ozna\u010dovan\u00fd aj ako <strong>Sk\u00fa\u0161ka prierazom CBR<\/strong>, na stanovenie odolnosti geosyntetick\u00fdch materi\u00e1lov proti prerazeniu.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Princ\u00edp testu<\/h3>\n\n\n\n<p>Vzorka je upnut\u00e1 medzi <strong>dva oce\u013eov\u00e9 kr\u00fa\u017eky<\/strong>, a <strong>piest s ploch\u00fdm koncom<\/strong> sa pohybuje kolmo cez stred vzorky kon\u0161tantnou r\u00fdchlos\u0165ou.<\/p>\n\n\n\n<p>Po\u010das testu syst\u00e9m zaznamen\u00e1va:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Pr\u00edtla\u010dn\u00e1 sila<\/strong><\/li>\n\n\n\n<li><strong>Priechodn\u00fd posun<\/strong><\/li>\n\n\n\n<li><strong>Krivka sily a posunutia<\/strong><\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">K\u013e\u00fa\u010dov\u00e9 podmienky testovania<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>\u0160tandardn\u00e1 r\u00fdchlos\u0165 testovania: <strong>50 \u00b1 5 mm\/min<\/strong><\/li>\n\n\n\n<li>Meranie posunutia sa za\u010d\u00edna v bode a <strong>predbe\u017en\u00e9 za\u0165a\u017eenie 20 N<\/strong><\/li>\n\n\n\n<li>V\u00fdsledky zah\u0155\u0148aj\u00fa <strong>maxim\u00e1lna tla\u010dn\u00e1 sila<\/strong> a posunutie<\/li>\n<\/ul>\n\n\n\n<p>Kone\u010dn\u00fd v\u00fdsledok zvy\u010dajne uv\u00e1dza <strong>priemern\u00e1 sila vpichu a varia\u010dn\u00fd koeficient<\/strong> pre viacero vzoriek. Tieto inform\u00e1cie pom\u00e1haj\u00fa in\u017einierom vyhodnoti\u0165 mechanick\u00e9 spr\u00e1vanie a konzistenciu geosyntetick\u00fdch materi\u00e1lov pou\u017e\u00edvan\u00fdch v infra\u0161trukt\u00farnych projektoch.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Presn\u00e9 testovanie odolnosti proti prepichnutiu pomocou modern\u00fdch zariaden\u00ed<\/h2>\n\n\n\n<p>Spo\u013eahliv\u00e9 <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> v\u00fdsledky z\u00e1visia od presnej kontroly za\u0165a\u017eenia, posunu a sk\u00fa\u0161obnej r\u00fdchlosti.<\/p>\n\n\n\n<p>Modern\u00e9 laborat\u00f3ri\u00e1 \u010dasto vykon\u00e1vaj\u00fa tieto testy pomocou univerz\u00e1lnych sk\u00fa\u0161obn\u00fdch strojov, ako napr. <strong>Cell Instruments TST-01 Tester \u0165ahu<\/strong>. Syst\u00e9m poskytuje stabilitu a flexibilitu potrebn\u00fa na testovanie geosyntetick\u00fdch materi\u00e1lov.<\/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 so 7-palcov\u00fdm dotykov\u00fdm rozhran\u00edm<\/strong><\/li>\n\n\n\n<li><strong>Vysoko presn\u00fd pohon gu\u013e\u00f4\u010dkovej vodiacej skrutky<\/strong> pre stabiln\u00e9 riadenie pohybu<\/li>\n\n\n\n<li>Nastavite\u013en\u00e9 testovacie r\u00fdchlosti od <strong>1-500 mm\/min<\/strong> splnenie viacer\u00fdch noriem<\/li>\n\n\n\n<li>Kompatibilita s <strong>\u0161pecializovan\u00e9 pr\u00edpravky na prepichnutie<\/strong> pre geotext\u00edlie a geomembr\u00e1ny<\/li>\n\n\n\n<li>Krivky za\u0165a\u017eenia v re\u00e1lnom \u010dase a automatick\u00e9 zaznamen\u00e1vanie \u00fadajov<\/li>\n<\/ul>\n\n\n\n<p>Tieto mo\u017enosti umo\u017e\u0148uj\u00fa laborat\u00f3ri\u00e1m vykon\u00e1va\u0165 \u0161tandardizovan\u00e9 <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> postupy s vysokou opakovate\u013enos\u0165ou a sledovate\u013enos\u0165ou.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">V\u00fdznam sk\u00fa\u0161ok odolnosti proti prerazeniu v geotechnickom in\u017einierstve<\/h2>\n\n\n\n<p>Mechanick\u00e1 spo\u013eahlivos\u0165 <strong>geotext\u00edlie, geomembr\u00e1ny a geosyntetika<\/strong> priamo ovplyv\u0148uje dlhodob\u00fa v\u00fdkonnos\u0165 infra\u0161trukt\u00fary a syst\u00e9mov ochrany \u017eivotn\u00e9ho prostredia.<\/p>\n\n\n\n<p>Vykon\u00e1vanie \u0161tandardizovan\u00e9ho <strong>sk\u00fa\u0161ka odolnosti proti prepichnutiu<\/strong> umo\u017e\u0148uje in\u017einierom:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Overenie s\u00faladu s medzin\u00e1rodn\u00fdmi normami<\/li>\n\n\n\n<li>Vyhodnotenie trvanlivosti in\u0161tal\u00e1cie<\/li>\n\n\n\n<li>Porovnanie materi\u00e1lov od r\u00f4znych v\u00fdrobcov<\/li>\n\n\n\n<li>Optimaliz\u00e1cia ochrann\u00fdch geotextiln\u00fdch vrstiev<\/li>\n\n\n\n<li>Zn\u00ed\u017eenie rizika zlyhania syst\u00e9mu liner<\/li>\n<\/ul>\n\n\n\n<p>Kombin\u00e1ciou \u0161tandardizovan\u00fdch testovac\u00edch met\u00f3d, ako napr. <strong><a href=\"https:\/\/store.astm.org\/d4833_d4833m-07r20.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ASTM D4833<\/a>, <a href=\"https:\/\/store.astm.org\/d5494-93r23.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ASTM D5494<\/a>, <a href=\"https:\/\/store.astm.org\/d6241-22a.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ASTM D6241<\/a>, a <a href=\"https:\/\/www.iso.org\/standard\/40762.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ISO 12236<\/a><\/strong> s presn\u00fdm testovac\u00edm zariaden\u00edm m\u00f4\u017eu laborat\u00f3ri\u00e1 zabezpe\u010di\u0165 presn\u00e9 vyhodnotenie <strong>statick\u00e1 pevnos\u0165 v tlaku<\/strong> a celkov\u00fa \u017eivotnos\u0165 materi\u00e1lu.<\/p>","protected":false},"excerpt":{"rendered":"<p>Sk\u00fa\u0161kou odolnosti proti prerazeniu sa hodnot\u00ed, ako geosyntetick\u00e9 materi\u00e1ly, ako s\u00fa geotext\u00edlie a geomembr\u00e1ny, odol\u00e1vaj\u00fa prerazeniu s\u00fastreden\u00fdm za\u0165a\u017een\u00edm alebo ostr\u00fdmi predmetmi. Normy vr\u00e1tane ASTM D4833, ASTM D5494, ASTM D6241 a ISO 12236 definuj\u00fa postupy na meranie indexovej odolnosti proti prepichnutiu, pyram\u00eddovej odolnosti proti prepichnutiu a statickej pevnosti proti prepichnutiu.<\/p>","protected":false},"featured_media":0,"parent":0,"template":"","meta":{"_acf_changed":true},"method-category":[],"class_list":["post-1060","method","type-method","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/method\/1060","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/method"}],"about":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/types\/method"}],"wp:attachment":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/media?parent=1060"}],"wp:term":[{"taxonomy":"method-category","embeddable":true,"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/method-category?post=1060"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}