{"id":1082,"date":"2026-03-30T08:54:08","date_gmt":"2026-03-30T08:54:08","guid":{"rendered":"https:\/\/www.geo-tester.com\/?post_type=standard&#038;p=1082"},"modified":"2026-04-08T06:01:58","modified_gmt":"2026-04-08T06:01:58","slug":"iso-10319","status":"publish","type":"standard","link":"https:\/\/www.geo-tester.com\/sk\/standard\/iso-10319\/","title":{"rendered":"ISO 10319"},"content":{"rendered":"<p class=\"wp-block-paragraph\">Geosyntetika zohr\u00e1va rozhoduj\u00facu \u00falohu v stavebnom in\u017einierstve, pri odvod\u0148ovan\u00ed, spev\u0148ovan\u00ed, kontrole er\u00f3zie, syst\u00e9moch skl\u00e1dok a v\u00fdstavbe ciest. Ich dlhodob\u00e1 v\u00fdkonnos\u0165 vo ve\u013ekej miere z\u00e1vis\u00ed od spr\u00e1vania sa v \u0165ahu pri za\u0165a\u017een\u00ed. Norma ISO 10319 poskytuje \u0161tandardizovan\u00fa met\u00f3du na hodnotenie \u0165ahov\u00fdch vlastnost\u00ed geosyntet\u00edk prostredn\u00edctvom \u0161irokospektr\u00e1lnej \u0165ahovej sk\u00fa\u0161ky.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Met\u00f3da ISO 10319 pom\u00e1ha v\u00fdrobcom, laborat\u00f3ri\u00e1m a t\u00edmom kontroly kvality porovn\u00e1va\u0165 v\u00fdrobky za jednotn\u00fdch podmienok. Meria pevnos\u0165 v \u0165ahu, pred\u013a\u017eenie, sekanciu tuhosti a deform\u00e1ciu pri maxim\u00e1lnej sile. Ke\u010f\u017ee \u0161\u00edrka vzorky je v\u00e4\u010d\u0161ia ako d\u013a\u017eka meradla, sk\u00fa\u0161ka lep\u0161ie odr\u00e1\u017ea spr\u00e1vanie geosyntetiky v re\u00e1lnych aplik\u00e1ci\u00e1ch.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">\u010co je ISO 10319?<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">ISO 10319 je medzin\u00e1rodn\u00e1 norma na stanovenie \u0165ahov\u00fdch vlastnost\u00ed geosyntet\u00edk pomocou \u0161irokej p\u00e1sovej vzorky. Met\u00f3da sa vz\u0165ahuje na mnoh\u00e9 materi\u00e1ly vr\u00e1tane:<\/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>Pleten\u00e9 geotext\u00edlie<\/li>\n\n\n\n<li>Geomre\u017ee<\/li>\n\n\n\n<li>Geokompozity<\/li>\n\n\n\n<li>Geonets<\/li>\n\n\n\n<li>Geomaty<\/li>\n\n\n\n<li>Hlinen\u00e9 geosyntetick\u00e9 bari\u00e9ry<\/li>\n\n\n\n<li>Kovov\u00e9 geosyntetick\u00e9 v\u00fdrobky<\/li>\n\n\n\n<li>Tkan\u00e9 v\u00fdrobky z oce\u013eov\u00e9ho dr\u00f4tu<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Norma sa nevz\u0165ahuje na polym\u00e9rov\u00e9 alebo bit\u00famenov\u00e9 geosyntetick\u00e9 bari\u00e9ry. Vz\u0165ahuje sa v\u0161ak na geosyntetick\u00e9 bari\u00e9ry na b\u00e1ze \u00edlu.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">\u0160irokorozchodn\u00e1 \u0165ahov\u00e1 sk\u00fa\u0161ka na testovanie geosyntetiky v \u0165ahu<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Str\u00e1nka <strong>\u0165ahov\u00e1 sk\u00fa\u0161ka v \u0161irokom rozsahu<\/strong> zost\u00e1va jednou z najd\u00f4le\u017eitej\u0161\u00edch met\u00f3d pri sk\u00fa\u0161kach geosyntetiky v \u0165ahu, preto\u017ee minimalizuje kontrakciu okrajov a rozklad\u00e1 silu na v\u00e4\u010d\u0161iu plochu vzorky.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Na rozdiel od \u00fazkop\u00e1sov\u00fdch \u0165ahov\u00fdch met\u00f3d sa v norme ISO 10319 pou\u017e\u00edvaj\u00fa vzorky, ktor\u00e9 s\u00fa zvy\u010dajne \u0161irok\u00e9 200 mm s d\u013a\u017ekou meradla medzi \u010de\u013eus\u0165ami 100 mm. T\u00e1to geometria poskytuje realistickej\u0161iu reprezent\u00e1ciu v\u00fdkonu v ter\u00e9ne.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Po\u010das sk\u00fa\u0161ky oper\u00e1tor zovrie vzorku po celej jej \u0161\u00edrke a p\u00f4sob\u00ed na \u0165ahov\u00e9 za\u0165a\u017eenie pri kon\u0161tantnej r\u00fdchlosti kr\u00ed\u017eovej hlavy, k\u00fdm ned\u00f4jde k pretrhnutiu. Extenzometrom sa meria zmena d\u013a\u017eky meradla medzi dvoma referen\u010dn\u00fdmi bodmi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Test vytv\u00e1ra krivku \u0165ahovej sily a deform\u00e1cie, ktor\u00e1 umo\u017e\u0148uje pou\u017e\u00edvate\u013eom ur\u010di\u0165:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Maxim\u00e1lna \u0165ahov\u00e1 sila<\/li>\n\n\n\n<li>Pevnos\u0165 v \u0165ahu na jednotku \u0161\u00edrky<\/li>\n\n\n\n<li>\u0164ahov\u00e1 deform\u00e1cia pri maxim\u00e1lnej sile<\/li>\n\n\n\n<li>Sekantn\u00e1 \u0165ahov\u00e1 tuhos\u0165<\/li>\n\n\n\n<li>Pred\u013a\u017eenie pri predp\u00ednacej sile<\/li>\n\n\n\n<li>\u0164ahov\u00e1 deform\u00e1cia pri menovitej pevnosti v \u0165ahu<\/li>\n\n\n\n<li>Pevnos\u0165 v \u0165ahu pri druhom vrchole pre v\u00fdrobky s viacn\u00e1sobn\u00fdm vrcholov\u00fdm spr\u00e1van\u00edm<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Sk\u00fa\u0161ka pred\u013a\u017eenia geosyntetiky a meranie \u0165ahovej deform\u00e1cie<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Str\u00e1nka <strong>sk\u00fa\u0161ka pred\u013a\u017eenia geosyntetiky<\/strong> pod\u013ea normy ISO 10319 sa zameriava na deforma\u010dn\u00e9 spr\u00e1vanie, ke\u010f sa vzorka pri za\u0165a\u017een\u00ed roz\u0165ahuje. Presn\u00e9 meranie pred\u013a\u017eenia je nevyhnutn\u00e9, preto\u017ee mnoh\u00e9 geosyntetick\u00e9 v\u00fdrobky si musia zachova\u0165 rozmerov\u00fa stabilitu a z\u00e1rove\u0148 poskytova\u0165 pru\u017enos\u0165.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Norma definuje menovit\u00fa d\u013a\u017eku meradla 60 mm medzi dvoma referen\u010dn\u00fdmi bodmi. Pred za\u010dat\u00edm samotnej sk\u00fa\u0161ky oper\u00e1tor aplikuje predp\u00ednaciu silu rovnaj\u00facu sa 1% o\u010dak\u00e1vanej maxim\u00e1lnej \u0165ahovej sily. T\u00fdmto krokom sa stanov\u00ed skuto\u010dn\u00e1 d\u013a\u017eka meradla.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">V pr\u00edpade netkan\u00fdch geotext\u00edli\u00ed norma umo\u017e\u0148uje sk\u00fa\u0161ky bez predp\u00e4tia, preto\u017ee tieto materi\u00e1ly sa \u010dasto deformuj\u00fa inak ako tkan\u00e9 \u0161trukt\u00fary.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Norma ISO 10319 tie\u017e stanovuje, \u017ee r\u00fdchlos\u0165 deform\u00e1cie by mala vo v\u0161eobecnosti zosta\u0165 v rozmedz\u00ed 20 \u00b1 5% za min\u00fatu pre v\u00fdrobky s pred\u013a\u017een\u00edm nad 5%. Krehk\u00e9 v\u00fdrobky, ako s\u00fa geosyntetik\u00e1 na b\u00e1ze skla, m\u00f4\u017eu vy\u017eadova\u0165 ni\u017e\u0161iu r\u00fdchlos\u0165, aby k pretrhnutiu do\u0161lo pribli\u017ene do 30 sek\u00fand.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">\u0164ahov\u00e9 vlastnosti geosyntet\u00edk meran\u00e9 pod\u013ea normy ISO 10319<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Norma sa vz\u0165ahuje na nieko\u013eko kritick\u00fdch \u0165ahov\u00fdch vlastnost\u00ed geosyntet\u00edk.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Pevnos\u0165 v \u0165ahu<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Pevnos\u0165 v \u0165ahu predstavuje maxim\u00e1lnu silu na jednotku \u0161\u00edrky, ktor\u00fa vzorka vydr\u017e\u00ed pred pretrhnut\u00edm. Laborat\u00f3ri\u00e1 uv\u00e1dzaj\u00fa t\u00fato hodnotu v kN\/m.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">V pr\u00edpade niektor\u00fdch v\u00fdrobkov, najm\u00e4 niektor\u00fdch geomre\u017e\u00ed a v\u00fdstu\u017en\u00fdch materi\u00e1lov, m\u00f4\u017ee krivka \u0165ahovej sily a deform\u00e1cie vykazova\u0165 druh\u00fd vrchol. V tak\u00fdchto pr\u00edpadoch sa pod\u013ea normy ISO 10319 vy\u017eaduje, aby sa uv\u00e1dzali hodnoty prv\u00e9ho aj druh\u00e9ho vrcholu.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">\u0164ahov\u00e1 deform\u00e1cia pri maxim\u00e1lnej sile<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">\u0164ahov\u00e1 deform\u00e1cia pri maxim\u00e1lnej sile ud\u00e1va, ako ve\u013emi sa materi\u00e1l roztiahne, ke\u010f dosiahne maxim\u00e1lne za\u0165a\u017eenie. T\u00e1to hodnota pom\u00e1ha in\u017einierom pochopi\u0165, \u010di sa v\u00fdrobok spr\u00e1va ako v\u00fdstu\u017en\u00fd materi\u00e1l s n\u00edzkym pred\u013a\u017een\u00edm alebo ako pru\u017enej\u0161\u00ed separ\u00e1tor alebo filter.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Sekantn\u00e1 tuhos\u0165 v \u0165ahu<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Sekantn\u00e1 tuhos\u0165 poskytuje \u010fal\u0161ie inform\u00e1cie o vz\u0165ahu medzi za\u0165a\u017een\u00edm a deform\u00e1ciou vo vybranom bode krivky. T\u00e1to hodnota je u\u017eito\u010dn\u00e1 najm\u00e4 pri n\u00e1vrhu v\u00fdstu\u017ee, preto\u017ee ukazuje, ako materi\u00e1l reaguje pred poru\u0161en\u00edm.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Testovanie za mokra a v podmienkach<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Norma ISO 10319 obsahuje postupy pre such\u00e9 aj mokr\u00e9 sk\u00fa\u0161anie. Sk\u00fa\u0161ky za mokra vy\u017eaduj\u00fa ponorenie vzoriek do vody s teplotou 20 \u00b0C na minim\u00e1lne 24 hod\u00edn.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">T\u00e1to po\u017eiadavka je d\u00f4le\u017eit\u00e1 pre v\u00fdrobky pou\u017e\u00edvan\u00e9 pri odvod\u0148ovan\u00ed, kontrole er\u00f3zie alebo pri aplik\u00e1ci\u00e1ch v zemi, kde p\u00f4sobenie vlhkosti ovplyv\u0148uje ich v\u00fdkonnos\u0165.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Po\u017eiadavky na pr\u00edpravu vzoriek pod\u013ea normy ISO 10319<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Spr\u00e1vna pr\u00edprava vzoriek v\u00fdrazne ovplyv\u0148uje presnos\u0165 v\u00fdsledkov pod\u013ea normy ISO 10319.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">V\u00e4\u010d\u0161ina vzoriek si vy\u017eaduje nomin\u00e1lnu \u0161\u00edrku 200 mm a dostato\u010dn\u00fa d\u013a\u017eku, aby medzi \u010de\u013eus\u0165ami zostalo aspo\u0148 100 mm. R\u00f4zne geosyntetick\u00e9 \u0161trukt\u00fary v\u0161ak m\u00f4\u017eu vy\u017eadova\u0165 \u0161peci\u00e1lnu pr\u00edpravu.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Napr\u00edklad:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Tkan\u00e9 geotext\u00edlie si \u010dasto vy\u017eaduj\u00fa rovnomern\u00e9 orezanie vl\u00e1kien z oboch str\u00e1n<\/li>\n\n\n\n<li>Geomre\u017ee vy\u017eaduj\u00fa neporu\u0161en\u00e9 rebr\u00e1 a uzly v oblasti meradla<\/li>\n\n\n\n<li>V\u00fdrobky z oce\u013eov\u00e9ho pletiva vy\u017eaduj\u00fa extenzometrick\u00e9 zna\u010dky na dvojit\u00fdch z\u00e1krut\u00e1ch<\/li>\n\n\n\n<li>\u00dazke v\u00fdrobky, ako s\u00fa geop\u00e1sy alebo geobunkov\u00e9 p\u00e1sy, by sa mali testova\u0165 na cel\u00fa \u0161\u00edrku v\u00fdrobku.<\/li>\n\n\n\n<li>Pri testovan\u00ed \u0161vov a spojov by sa mala pou\u017ei\u0165 rovnak\u00e1 \u0161\u00edrka vzorky ako pri referen\u010dnej vzorke bez \u0161vu<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Laborat\u00f3ri\u00e1 zvy\u010dajne testuj\u00fa najmenej p\u00e4\u0165 vzoriek v smere stroja (MD) aj v prie\u010dnom smere stroja (CMD).<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Zariadenia na sk\u00fa\u0161ku \u0165ahom pod\u013ea normy ISO 10319<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Spo\u013eahliv\u00fd stroj na sk\u00fa\u0161anie v \u0165ahu je nevyhnutn\u00fd na dosiahnutie s\u00faladu s normou ISO 10319. Zariadenie by malo vyhovova\u0165 norme ISO 7500-1 triedy 1 alebo lep\u0161ej a malo by poskytova\u0165:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Kon\u0161tantn\u00e1 regul\u00e1cia ot\u00e1\u010dok kr\u00ed\u017eovej hlavy<\/li>\n\n\n\n<li>Presn\u00e9 meranie sily<\/li>\n\n\n\n<li>\u0160irok\u00e9 rukov\u00e4te alebo rukov\u00e4te kapustnice<\/li>\n\n\n\n<li>Minim\u00e1lny sklz vzorky<\/li>\n\n\n\n<li>Kompatibilita s extenzometrom<\/li>\n\n\n\n<li>Po\u010d\u00edta\u010dov\u00fd zber \u00fadajov a anal\u00fdza kriviek<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">V pr\u00edpade siln\u00fdch materi\u00e1lov alebo materi\u00e1lov n\u00e1chyln\u00fdch na k\u013azanie sa up\u00ednac\u00edmi \u00fachytmi \u010dasto zlep\u0161\u00ed up\u00ednac\u00ed v\u00fdkon. Vo\u013ene sa ot\u00e1\u010daj\u00face \u010de\u013euste tie\u017e pom\u00e1haj\u00fa rovnomerne rozlo\u017ei\u0165 za\u0165a\u017eenie po celej \u0161\u00edrke vzorky.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Cell Instruments pon\u00faka syst\u00e9my na testovanie \u0165ahu vhodn\u00e9 pre <a href=\"https:\/\/www.iso.org\/standard\/82237.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ISO 10319<\/a> aplik\u00e1cie. Spr\u00e1vne nakonfigurovan\u00fd univerz\u00e1lny \u0165ahov\u00fd tester so \u0161irok\u00fdmi \u00fachytmi, integrovan\u00fdm extenzometrom a prisp\u00f4sobite\u013en\u00fdmi pr\u00edpravkami m\u00f4\u017ee podporova\u0165 testovanie tkan\u00fdch geotext\u00edli\u00ed, netkan\u00fdch geotext\u00edli\u00ed, geomre\u017e\u00ed a geokompozitov.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">\u010casto kladen\u00e9 ot\u00e1zky<\/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\">Ak\u00fd je \u00fa\u010del normy ISO 10319?<\/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 class=\"wp-block-paragraph\">Norma ISO 10319 poskytuje \u0161tandardizovan\u00fa met\u00f3du na stanovenie \u0165ahov\u00fdch vlastnost\u00ed geosyntetick\u00fdch materi\u00e1lov prostredn\u00edctvom \u0161irokospektr\u00e1lnej \u0165ahovej sk\u00fa\u0161ky.<\/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\">Ak\u00e9 materi\u00e1ly mo\u017eno testova\u0165 pod\u013ea normy ISO 10319?<\/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 class=\"wp-block-paragraph\">Norma sa vz\u0165ahuje na tkan\u00e9 a netkan\u00e9 geotext\u00edlie, geomre\u017ee, geomaty, geonety, geokompozity, hlinen\u00e9 geosyntetick\u00e9 bari\u00e9ry a kovov\u00e9 geosyntetick\u00e9 v\u00fdrobky.<\/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\">Pre\u010do sa v norme ISO 10319 pou\u017e\u00edva vzorka so \u0161irokou \u0161\u00edrkou?<\/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 class=\"wp-block-paragraph\">\u0160ir\u0161ia vzorka zni\u017euje kontrakciu okrajov a lep\u0161ie reprezentuje skuto\u010dn\u00fd v\u00fdkon v ter\u00e9ne pri za\u0165a\u017een\u00ed.<\/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\">Ak\u00e1 je typick\u00e1 \u0161\u00edrka vzorky pod\u013ea normy ISO 10319?<\/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 class=\"wp-block-paragraph\">V\u00e4\u010d\u0161ina vzoriek m\u00e1 menovit\u00fa \u0161\u00edrku 200 mm, hoci \u0161peci\u00e1lne kon\u0161trukcie, ako s\u00fa geomre\u017ee, m\u00f4\u017eu vy\u017eadova\u0165 in\u00e9 rozmery.<\/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\">Ak\u00e9 vlastnosti meria norma ISO 10319?<\/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 class=\"wp-block-paragraph\">Norma meria pevnos\u0165 v \u0165ahu, \u0165ahov\u00fa deform\u00e1ciu, pred\u013a\u017eenie, sekan\u010dn\u00fa tuhos\u0165 a maxim\u00e1lne za\u0165a\u017eenie na jednotku \u0161\u00edrky.<\/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\">M\u00f4\u017ee norma ISO 10319 testova\u0165 mokr\u00e9 vzorky?<\/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 class=\"wp-block-paragraph\">\u00c1no. Norma obsahuje postupy kondicionovania za mokra pre vzorky, ktor\u00e9 si vy\u017eaduj\u00fa hodnotenie vlastnost\u00ed po ponoren\u00ed do vody.<\/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-7&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-7-panel\" data-wp-bind--aria-expanded=\"state.isOpen\" data-wp-on--click=\"actions.toggle\" data-wp-on--keydown=\"actions.handleKeyDown\" id=\"accordion-item-7\" type=\"button\" class=\"wp-block-accordion-heading__toggle\"><span class=\"wp-block-accordion-heading__toggle-title\">Ak\u00fd typ sk\u00fa\u0161obn\u00e9ho stroja sa vy\u017eaduje pre normu ISO 10319?<\/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-7\" data-wp-bind--inert=\"!state.isOpen\" id=\"accordion-item-7-panel\" role=\"region\" class=\"wp-block-accordion-panel is-layout-flow wp-block-accordion-panel-is-layout-flow\">\n<p class=\"wp-block-paragraph\">Sk\u00fa\u0161ka si vy\u017eaduje stroj na sk\u00fa\u0161anie v \u0165ahu s kon\u0161tantnou regul\u00e1ciou ot\u00e1\u010dok, presn\u00e9 meranie sily, vhodn\u00e9 \u00fachyty a extenzometer.<\/p>\n<\/div>\n<\/div>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>Norma ISO 10319 definuje \u0161irokorozchodn\u00fa \u0165ahov\u00fa sk\u00fa\u0161obn\u00fa met\u00f3du na hodnotenie \u0165ahov\u00fdch vlastnost\u00ed geosyntet\u00edk, ako s\u00fa geotext\u00edlie, geomre\u017ee, geokompozity, geomaty a geonety. Met\u00f3dou sa meria pevnos\u0165 v \u0165ahu, pred\u013a\u017eenie, \u0165ahov\u00e1 deform\u00e1cia pri maxim\u00e1lnej sile a sekan\u010dn\u00e1 tuhos\u0165.<\/p>","protected":false},"featured_media":0,"parent":0,"template":"","meta":{"_acf_changed":true},"standard-category":[57],"class_list":["post-1082","standard","type-standard","status-publish","hentry","standard-category-iso"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/standard\/1082","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/standard"}],"about":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/types\/standard"}],"wp:attachment":[{"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/media?parent=1082"}],"wp:term":[{"taxonomy":"standard-category","embeddable":true,"href":"https:\/\/www.geo-tester.com\/sk\/wp-json\/wp\/v2\/standard-category?post=1082"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}