{"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\/et\/standard\/astm-d5199\/","title":{"rendered":"ASTM D5199"},"content":{"rendered":"<p class=\"wp-block-paragraph\">ASTM D5199 on \u00fcks laialdasemalt kasutatavaid standardeid geos\u00fcnteetiliste materjalide nimipaksuse m\u00e4\u00e4ramiseks. See pakub \u00fchtset meetodit geotekstiilide, geomembraanide, geov\u00f5rkude ja drenaa\u017eikomposiitide paksuse m\u00f5\u00f5tmiseks kontrollitud r\u00f5hu- ja kontaktitingimustes.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Paksus on geos\u00fcnteetiliste materjalide toimivuse seisukohalt oluline omadus. See m\u00f5jutab l\u00e4bilaskvust, t\u00f5mbej\u00f5u arvutusi, drenaa\u017eik\u00e4itumist, amortiseerimisv\u00f5imet ja paigalduskvaliteeti. Kui tootjad, laborid, ehitajad ja kvaliteedikontrollimeeskonnad kasutavad standardit ASTM D5199 \u00f5igesti, saavad nad kindlalt v\u00f5rrelda erinevate materjalide ja tootepartiide tulemusi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Ehitus-, keskkonnakaitse-, drenaa\u017eis\u00fcsteemide, pr\u00fcgilate kattekihtide, teedeehituse, kaevandamise ja erosioonit\u00f5rjega tegelevatele ettev\u00f5tetele pakub standard ASTM D5199 usaldusv\u00e4\u00e4rset viisi toote \u00fchtluse ja n\u00f5uetele vastavuse kontrollimiseks.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Mis on ASTM D5199?<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>ASTM D5199<\/strong> on geos\u00fcnteetiliste materjalide nimipaksuse m\u00f5\u00f5tmise standardne katsemeetod. Meetodi puhul m\u00f5\u00f5detakse kahe paralleelse pinna vahelist kaugust, kui materjalile avaldatakse 5 sekundi jooksul kindlaksm\u00e4\u00e4ratud survet.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Standard keskendub pigem nimipaksusele kui miinimumipaksusele. See eristus on oluline, kuna paljud geos\u00fcnteetilised materjalid surutakse koormuse all kokku. \u00dcks ja sama materjal v\u00f5ib n\u00e4idata erinevaid paksusv\u00e4\u00e4rtusi, kui kasutatakse erinevaid kontaktr\u00f5hke.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Standard ASTM D5199 kehtib j\u00e4rgmiste puhul:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><em>Geotekstiil<\/em><\/li>\n\n\n\n<li><em>Geomembraanid<\/em><\/li>\n\n\n\n<li><em>Geov\u00f5rgud<\/em><\/li>\n\n\n\n<li><em>Tasapinnalised geokomposiit-drenaa\u017eimaterjalid<\/em><\/li>\n\n\n\n<li><em>HDPE geomembraanid<\/em><\/li>\n\n\n\n<li><em>Kootud ja mittekootud geotekstiilid<\/em><\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Standard ei kehti tekstuuriga geomembraanide ega teatud struktureeritud geomembraanide puhul, kuna surujalg ei saa pinnaga t\u00e4ielikult kokku puutuda. Sellistel juhtudel, <a href=\"https:\/\/www.geo-tester.com\/et\/standard\/astm-d5994\/\" target=\"_blank\" rel=\"noreferrer noopener\">ASTM D5994<\/a> Seda soovitatakse \u00fcldiselt.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Geos\u00fcnteetiliste materjalide paksuse m\u00f5\u00f5tmine<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Geos\u00fcnteetiliste materjalide paksuse m\u00f5\u00f5tmiseks on vaja paksusm\u00f5\u00f5turit, millel on tasane alus ja vabalt liikuv surujalg. M\u00f5lema pinna vaheline paralleelsus peab j\u00e4\u00e4ma 0,01 mm piiresse, et tagada t\u00e4psed m\u00f5\u00f5tmistulemused.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Test toimib lihtsa p\u00f5him\u00f5tte j\u00e4rgi:<\/p>\n\n\n\n<ol start=\"1\" class=\"wp-block-list\">\n<li>Asetage proov alusele.<\/li>\n\n\n\n<li>Puuduta materjaliga surujalga.<\/li>\n\n\n\n<li>Rakendage etten\u00e4htud survet j\u00e4rk-j\u00e4rgult.<\/li>\n\n\n\n<li>Hoidke koormust 5 sekundit.<\/li>\n\n\n\n<li>M\u00e4rkige paksuse v\u00e4\u00e4rtus \u00fcles.<\/li>\n<\/ol>\n\n\n\n<p class=\"wp-block-paragraph\">M\u00f5\u00f5detud paksus esitatakse 0,02 mm t\u00e4psusega. Laborid arvutavad tavaliselt mitme proovi p\u00f5hjal keskmise paksuse, standardh\u00e4lbe ja variatsioonikoefitsiendi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Enamiku materjalide puhul n\u00f5uab standard ASTM D5199 k\u00fcmne proovi v\u00f5tmist, mis jaotuvad rullile kogu laiusesse. See aitab kindlaks teha tootmise, ladustamise v\u00f5i k\u00e4itlemise tagaj\u00e4rjel tekkinud paksuse k\u00f5ikumisi.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Geotekstiili paksuse m\u00f5\u00f5tmine standardi ASTM D5199 kohaselt<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Geotekstiili paksuse m\u00f5\u00f5tmisel standardi ASTM D5199 kohaselt kasutatakse menetlust A. See menetlus h\u00f5lmab geotekstiile, geov\u00f5rke ja tasapinnalisi drenaa\u017eikomposiite.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Protseduur A: katsetingimused<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Pressijalga l\u00e4bim\u00f5\u00f5t:<\/strong> 56,4 mm<\/li>\n\n\n\n<li><strong>\u00dcmmarguse surujala piirkond:<\/strong> 2500 mm\u00b2<\/li>\n\n\n\n<li><strong>Rakendatud r\u00f5hk:<\/strong> 2 \u00b1 0,02 kPa<\/li>\n\n\n\n<li><strong>Kontaktiaeg:<\/strong> 5 sekundit<\/li>\n\n\n\n<li><strong>M\u00f5\u00f5tmise eraldusv\u00f5ime:<\/strong> 0,02 mm<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Paksusm\u00f5\u00f5tur peab sisaldama tasast alusplaati ja vabalt liikuvat surujalga, mille pinnad on paralleelsed.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Oluline n\u00f5ue:<\/strong> M\u00f5\u00f5tepinnad peavad j\u00e4\u00e4ma paralleelseteks t\u00e4psusega v\u00e4hem kui 0,01 mm, et tagada paksuse m\u00f5\u00f5tmistulemuste t\u00e4psus.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Geomembraani paksuse katsetamise n\u00f5uded<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Geomembraani paksuse katsetamisel kasutatakse standardi ASTM D5199 kohast protseduuri B.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Menetlus B kehtib k\u00f5igi siledate geomembraanide suhtes, v\u00e4lja arvatud tekstuuriga v\u00f5i struktureeritud geomembraanid.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Protseduur B: katsetingimused<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Pressijalga l\u00e4bim\u00f5\u00f5t:<\/strong> 6,35 mm<\/li>\n\n\n\n<li><strong>Rakendatud r\u00f5hk:<\/strong> 20 \u00b1 0,2 kPa<\/li>\n\n\n\n<li><strong>Kontaktiaeg:<\/strong> 5 sekundit<\/li>\n\n\n\n<li><strong>M\u00f5\u00f5tmise t\u00e4psus:<\/strong> \u00b10,02 mm<\/li>\n\n\n\n<li><strong>M\u00f5\u00f5detav maksimaalne paksus:<\/strong> V\u00e4hemalt 10 mm<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>\u00dcks olulisemaid erinevusi meetodi A ja meetodi B vahel on rakendatav r\u00f5hk. Standardis ASTM D5199 kasutatakse geotekstiilide puhul 2 kPa ja geomembraanide puhul 20 kPa.<\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Testi t\u00e4psust m\u00f5jutavad olulised tegurid<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">ASTM D5199 katse k\u00e4igus v\u00f5ib l\u00f5plikku paksuse v\u00e4\u00e4rtust m\u00f5jutada mitu tegurit:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Proovide kokkusurumine ladustamise ja transpordi ajal<\/li>\n\n\n\n<li>Materjali niiskusesisaldus<\/li>\n\n\n\n<li>Proovide eba\u00fchtlased pinnad<\/li>\n\n\n\n<li>Eba\u00f5ige surve rakendamine<\/li>\n\n\n\n<li>Eba\u00f5ige surujala suurus<\/li>\n\n\n\n<li>Proovi ebaadekvaatne ettevalmistamine<\/li>\n\n\n\n<li>K\u00e4sitsemisel tekkinud liigne pinge<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">J\u00e4ikade v\u00f5i kortsunud materjalide puhul v\u00f5ib raam aidata proovi siluda, m\u00f5jutamata seejuures m\u00f5\u00f5teala. See on eriti kasulik j\u00e4ikade geokomposiitide ja raskete geomembraanide puhul.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Kvaliteedikontrollimeeskonnad peaksid samuti v\u00e4ltima rullilt v\u00f5etud proovide testimist, kui need on v\u00f5etud kokkuvolditud, muljutud v\u00f5i moonutatud osadest.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">ASTM D5199 katse l\u00e4biviimiseks soovitatav varustus<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Kvaliteetne paksusm\u00f5\u00f5tur on h\u00e4davajalik ASTM D5199 standardile vastavate korratavate tulemuste saavutamiseks. Seade peaks tagama stabiilse r\u00f5hu reguleerimise, t\u00e4pse nihke m\u00f5\u00f5tmise, paindlikud surujala seadistused ja usaldusv\u00e4\u00e4rse statistilise anal\u00fc\u00fcsi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Laboritele, kus tehakse geotekstiili paksuse m\u00f5\u00f5tmisi, geomembraani paksuse katsetusi ja muid geos\u00fcnteetiliste materjalide kvaliteedi hindamisi, on Cell Instruments FTT-01 paksusm\u00f5\u00f5tur sobiv lahendus.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Peamised eelised on j\u00e4rgmised:<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>PLC-juhtimine koos HMI-puutetundliku ekraaniga, mis v\u00f5imaldab intuitiivset kasutamist<\/li>\n\n\n\n<li>Automaatne surujala t\u00f5stmine, et v\u00e4hendada proovi kahjustusi ja parandada katsetulemuste korratavust<\/li>\n\n\n\n<li>Maksimaalse, minimaalse, keskmise ja standardh\u00e4lbe v\u00e4\u00e4rtuste reaalajas kuvamine<\/li>\n\n\n\n<li>Valikuline mikroprinter ja RS-232-liides andmete j\u00e4lgitavuse tagamiseks<\/li>\n\n\n\n<li>Valikuline k\u00e4sitsi v\u00f5i automaatne s\u00f6\u00f6tmine suure l\u00e4bilaskev\u00f5imega katsetamiskeskkondadele<\/li>\n\n\n\n<li>K\u00f5rge eraldusv\u00f5ime (0,1 \u03bcm) vahemikus 0\u20132 mm<\/li>\n\n\n\n<li>Paksemate materjalide jaoks kohandatav katsetamisvahemik<\/li>\n\n\n\n<li>Mitmesugused surujalad erinevate materjalide ja standardite jaoks<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">FTT-01 paksusm\u00f5\u00f5turit on v\u00f5imalik varustada lameda surujalaga, mis vastab erinevatele surven\u00f5uetele kile, paberi ja geos\u00fcnteetiliste materjalide puhul. T\u00e4nu sellisele paindlikkusele sobib see seade laboritele, kus testitakse lisaks geos\u00fcnteetilistele materjalidele ka mitmesuguseid teisi materjale, sealhulgas pakkekilet, paberit, tekstiile ja paindlikke plastmaterjale.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">KKK<\/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\">Milleks kasutatakse standardit 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-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\">Standardit ASTM D5199 kasutatakse geos\u00fcnteetiliste materjalide, nagu geotekstiilide, geomembraanide, geov\u00f5rkude ja drenaa\u017eikomposiitide nimipaksuse m\u00e4\u00e4ramiseks.<\/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\">Mis vahe on nimipaksusel ja miinimumipaksusel?<\/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\">Nimipaksus t\u00e4hendab paksust, mis on m\u00f5\u00f5detud kindlaksm\u00e4\u00e4ratud r\u00f5hu ja kokkupuutetingimuste juures, samas kui miinimumipaksus t\u00e4hendab materjalis esinevat v\u00e4ikseimat paksust.<\/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\">Miks kasutatakse standardis ASTM D5199 erinevate materjalide puhul erinevaid r\u00f5hke?<\/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\">Geotekstiilid surutuvad kokku kergemini kui geomembraanid. Madalam r\u00f5hk hoiab \u00e4ra tekstiilmaterjalide liigse kokkusurumise, samas kui k\u00f5rgem r\u00f5hk tagab geomembraanide t\u00e4pse kokkupuute.<\/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\">Kui palju proove n\u00f5uab standard 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 class=\"wp-block-paragraph\">Standard n\u00e4eb \u00fcldjuhul ette k\u00fcmme proovi, mis on jaotatud materjalirulli kogu laiusele.<\/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\">Kas standardi ASTM D5199 kohaselt on v\u00f5imalik testida tekstuuriga geomembraane?<\/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\">Ei. <a href=\"https:\/\/store.astm.org\/d5199-25.html\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">ASTM D5199<\/a> See ei kehti tekstuuriga geomembraanide puhul, kuna surujalg ei saa pinnaga t\u00e4ielikult kokku puutuda. Selle asemel kasutatakse tavaliselt standardit ASTM D5994.<\/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\">Millised on ASTM D5199 standardi kohased n\u00f5utavad konditsioneerimistingimused?<\/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\">Enne katsetamist tuleb proove konditsioneerida temperatuuril 21 \u00b1 2 \u00b0C ja suhtelise \u00f5huniiskuse juures 60 \u00b1 10 %.<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>","protected":false},"excerpt":{"rendered":"<p>ASTM D5199 m\u00e4\u00e4ratleb standardiseeritud meetodi geos\u00fcnteetide nimipaksuse m\u00f5\u00f5tmiseks kontrollitud r\u00f5hu ja aja tingimustes. Meetodit kohaldatakse geotekstiilide, siledate geomembraanide, geov\u00f5rkude ja drenaa\u017eikomposiitide suhtes.<\/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\/et\/wp-json\/wp\/v2\/standard\/1099","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geo-tester.com\/et\/wp-json\/wp\/v2\/standard"}],"about":[{"href":"https:\/\/www.geo-tester.com\/et\/wp-json\/wp\/v2\/types\/standard"}],"wp:attachment":[{"href":"https:\/\/www.geo-tester.com\/et\/wp-json\/wp\/v2\/media?parent=1099"}],"wp:term":[{"taxonomy":"standard-category","embeddable":true,"href":"https:\/\/www.geo-tester.com\/et\/wp-json\/wp\/v2\/standard-category?post=1099"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}