{"id":23321,"date":"2021-06-05T15:27:34","date_gmt":"2021-06-05T12:27:34","guid":{"rendered":"https:\/\/yesti.ctemplate.com\/urunler\/jeogrid\/"},"modified":"2026-05-14T02:02:39","modified_gmt":"2026-05-13T23:02:39","slug":"geogrid","status":"publish","type":"urunler","link":"https:\/\/www.yestigroup.com\/en\/urunler\/jeogrid\/","title":{"rendered":"Geogrid"},"content":{"rendered":"<p>Jeogrid, zay\u0131f zeminlerin m\u00fchendislik davran\u0131\u015f\u0131n\u0131 d\u00f6n\u00fc\u015ft\u00fcren \u00e7ekme-dayan\u0131m\u0131 esasl\u0131 bir donat\u0131 eleman\u0131d\u0131r. Sistem, \u00fczerine binen y\u00fck alt\u0131nda olu\u015fan yatay deformasyonlar\u0131 kendi g\u00f6zenek geometrisi i\u00e7inde kilitleyerek gran\u00fcler malzeme ile kompozit bir ta\u015f\u0131y\u0131c\u0131 katman olu\u015fturur. Bu mekanizma sayesinde dolgu kal\u0131nl\u0131\u011f\u0131 azalt\u0131labilir, ta\u015f\u0131ma g\u00fcc\u00fc art\u0131r\u0131l\u0131r ve oturma farklar\u0131 kontrol alt\u0131na al\u0131n\u0131r.<\/p>\n<p>Mono-eksenel, bi-eksenel ve \u00fc\u00e7-eksenel varyantlar\u0131 farkl\u0131 y\u00fck senaryolar\u0131na g\u00f6re se\u00e7ilir; \u00fcretim y\u00f6ntemi (ekstr\u00fczyon, dokuma veya kaynakl\u0131) \u00fcr\u00fcn\u00fcn uzun s\u00fcreli s\u00fcr\u00fcnme performans\u0131n\u0131 do\u011frudan belirler. Yesti Group, otoyol alt temelinden istinat duvar\u0131na, at\u0131k sahas\u0131 \u015fev g\u00fc\u00e7lendirmesinden demiryolu balast yataklar\u0131na kadar geni\u015f bir yelpazede jeogrid uygulamalar\u0131 y\u00fcr\u00fctm\u00fc\u015f; her projede laboratuvar verisi ile saha s\u0131k\u0131\u015ft\u0131rma testlerini e\u015fle\u015ftirerek tasar\u0131m g\u00fcvenli\u011fini do\u011frulam\u0131\u015ft\u0131r.<\/p>\n<p>Do\u011fru ankraj boyu, bindirme mesafesi ve dolgu malzemesi se\u00e7imi jeogrid performans\u0131n\u0131n belirleyici unsurlar\u0131d\u0131r. Sahada uygulanan kontroll\u00fc serim ve gerdirme prosed\u00fcrleri, donat\u0131n\u0131n teorik \u00e7ekme dayan\u0131m\u0131n\u0131n tamam\u0131na yak\u0131n\u0131n\u0131 yap\u0131 \u00f6mr\u00fc boyunca koruyabilmesini sa\u011flar.<\/p>","protected":false},"excerpt":{"rendered":"<p>Jeogrid, zay\u0131f zeminlerin m\u00fchendislik davran\u0131\u015f\u0131n\u0131 d\u00f6n\u00fc\u015ft\u00fcren \u00e7ekme-dayan\u0131m\u0131 esasl\u0131 bir donat\u0131 eleman\u0131d\u0131r. Sistem, \u00fczerine binen y\u00fck alt\u0131nda olu\u015fan yatay deformasyonlar\u0131 kendi g\u00f6zenek geometrisi i\u00e7inde kilitleyerek gran\u00fcler malzeme ile kompozit bir ta\u015f\u0131y\u0131c\u0131 katman olu\u015fturur. Bu mekanizma sayesinde dolgu kal\u0131nl\u0131\u011f\u0131 azalt\u0131labilir, ta\u015f\u0131ma g\u00fcc\u00fc art\u0131r\u0131l\u0131r ve oturma farklar\u0131 kontrol alt\u0131na al\u0131n\u0131r. Mono-eksenel, bi-eksenel ve \u00fc\u00e7-eksenel varyantlar\u0131 farkl\u0131 y\u00fck senaryolar\u0131na [&hellip;]<\/p>\n","protected":false},"featured_media":23318,"menu_order":0,"template":"","meta":{"tip":"PP \/ HDPE Mono\/Biaksiyel","standart":"ASTM D6637 \/ ISO 10319","kalinlik":"1.0 \u2013 6.0 mm","kalinlik_label":"","genislik":"1.00 \u2013 4.75 m","ozellikler":"Y\u00fcksek \u00e7ekme dayan\u0131m\u0131 ve d\u00fc\u015f\u00fck s\u00fcr\u00fcnme oran\u0131\nGran\u00fcler malzeme ile mekanik kilitlenme kabiliyeti\nUV ve kimyasal etkilere uzun s\u00fcreli diren\u00e7\nMono, bi ve \u00fc\u00e7 eksenli y\u00fck da\u011f\u0131l\u0131m\u0131 se\u00e7enekleri\nDolgu kal\u0131nl\u0131\u011f\u0131n\u0131 azaltarak maliyet optimizasyonu\nH\u0131zl\u0131 serim ve d\u00fc\u015f\u00fck i\u015f\u00e7ilik gereksinimi\nGeri d\u00f6n\u00fc\u015f\u00fcml\u00fc polimer hammaddesi","uygulama_alanlari":"Otoyol ve demiryolu alt temel g\u00fc\u00e7lendirmesi\nDik \u015fevli istinat duvar\u0131 sistemleri\nZay\u0131f zeminlerde dolgu stabilizasyonu\nKat\u0131 at\u0131k depolama sahas\u0131 \u015fevleri\nLiman ve r\u0131ht\u0131m dolgu yap\u0131lar\u0131\nK\u00f6pr\u00fc yakla\u015f\u0131m dolgular\u0131\nMaden sahas\u0131 heap leach platformlar\u0131\nHavaalan\u0131 pist ve apron temelleri","katalog_pdf":"","teknik_pdf":"","galeri":"23318,23319,23320","urun_ailesi":"Reinforcement Systems","hero_summary":"Yatay deformasyonu g\u00f6zenek geometrisinde kilitleyen donat\u0131 eleman\u0131; alt temel takviyesinden istinat duvar\u0131na kadar zay\u0131f zeminlerde ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc art\u0131r\u0131r.","intro_subtitle":"Gran\u00fcler malzeme ile mekanik kilitlenme","intro_paragraph":"Mono, bi ve \u00fc\u00e7 eksenli varyantlarda \u00fcretilen jeogrid, \u00fczerine binen y\u00fck alt\u0131nda olu\u015fan yatay deformasyonlar\u0131 g\u00f6zeneklerinde s\u0131k\u0131\u015ft\u0131rarak gran\u00fcler dolgu ile kompozit bir ta\u015f\u0131y\u0131c\u0131 katman olu\u015fturur. Sonu\u00e7 olarak dolgu kal\u0131nl\u0131\u011f\u0131 azal\u0131r, ta\u015f\u0131ma g\u00fcc\u00fc artar ve oturma farklar\u0131 kontrol alt\u0131na al\u0131n\u0131r.","floating_title":"Tasar\u0131m verisi ile saha do\u011frulamas\u0131","floating_text":"Laboratuvar verisi saha s\u0131k\u0131\u015ft\u0131rma testleriyle e\u015fle\u015ftirilir; ankraj boyu, bindirme ve dolgu kriterleri birlikte do\u011frulan\u0131r.","floating_items":"Y\u00fck senaryosuna g\u00f6re eksen say\u0131s\u0131 se\u00e7imi\nAnkraj ve bindirme uzunlu\u011fu planlamas\u0131\nKontroll\u00fc serim ve gerdirme uygulamas\u0131","tech_intro":"Donat\u0131n\u0131n teorik \u00e7ekme dayan\u0131m\u0131n\u0131n tamam\u0131na yak\u0131n\u0131n\u0131 yap\u0131 \u00f6mr\u00fc boyunca koruyabilmesi, \u00fcr\u00fcn se\u00e7iminden \u00e7ok s\u00fcr\u00fcnme davran\u0131\u015f\u0131 ve do\u011fru serim prosed\u00fcr\u00fcne ba\u011fl\u0131d\u0131r.","layers_intro":"Jeogrid; d\u00fczlem boyunca s\u00fcreklilik g\u00f6steren ana \u00e7ekme elemanlar\u0131 (uzun aks) ve bunlar\u0131 birbirine ba\u011flayan enine elemanlardan olu\u015fur. Mono-eksenlide ana y\u00fck tek do\u011frultuda ta\u015f\u0131n\u0131rken bi ve \u00fc\u00e7 eksenli yap\u0131larda y\u00fck da\u011f\u0131l\u0131m\u0131 \u00e7ok y\u00f6nl\u00fc ger\u00e7ekle\u015fir.","layer_note_title":"S\u00fcr\u00fcnme uzun vadeli performans kriteri","layer_note_text":"Anl\u0131k \u00e7ekme dayan\u0131m\u0131 de\u011fil, 100 y\u0131ll\u0131k s\u00fcr\u00fcnme davran\u0131\u015f\u0131 tasar\u0131m \u00e7ekme de\u011ferini belirler."},"class_list":["post-23321","urunler","type-urunler","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/www.yestigroup.com\/en\/wp-json\/wp\/v2\/urunler\/23321","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.yestigroup.com\/en\/wp-json\/wp\/v2\/urunler"}],"about":[{"href":"https:\/\/www.yestigroup.com\/en\/wp-json\/wp\/v2\/types\/urunler"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.yestigroup.com\/en\/wp-json\/wp\/v2\/media\/23318"}],"wp:attachment":[{"href":"https:\/\/www.yestigroup.com\/en\/wp-json\/wp\/v2\/media?parent=23321"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}