{"id":46759,"date":"2023-07-18T15:20:02","date_gmt":"2023-07-18T13:20:02","guid":{"rendered":"https:\/\/www.maccaferri.com\/tr\/?page_id=46759"},"modified":"2023-07-18T15:20:03","modified_gmt":"2023-07-18T13:20:03","slug":"cozumler","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/tr\/cozumler\/","title":{"rendered":"\u00c7\u00f6z\u00fcmler"},"content":{"rendered":"
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\u00c7\u00f6z\u00fcmler<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
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\"A\u00e7\u0131k<\/a><\/div>
A\u00e7\u0131k Deniz Su \u00dcr\u00fcnleri Yeti\u015ftiricili\u011fi<\/h6><\/a>Maccaferri, sahalarda ve a\u00e7\u0131k denizde montaja haz\u0131r, \u00f6zel olarak tasarlanm\u0131\u015f a\u00e7\u0131k deniz su \u00fcr\u00fcnleri yeti\u015ftiricili\u011fi a\u011f sistemlerini sunar. \r\n\r\nBoyutl<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"A\u011f\u0131rl\u0131k<\/a><\/div>
A\u011f\u0131rl\u0131k \u0130stinat Yap\u0131lar\u0131<\/h6><\/a>A\u011f\u0131rl\u0131k istinat yap\u0131lar\u0131 projelerinde Maccaferri m\u00fchendisleri bir\u00e7ok fakt\u00f6r\u00fc d\u00fc\u015f\u00fcn\u00fcr. Teknik anlamda, bir a\u011f\u0131rl\u0131k istinat yap\u0131lar\u0131 toprak bas\u0131nc\u0131na di<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Alt<\/a><\/div>
Alt Temel Tabakas\u0131n\u0131n \u0130yile\u015ftirilmesi<\/h6><\/a>Ba\u011flay\u0131c\u0131s\u0131z malzemeden yap\u0131lan yollar ve yol alt temel tabakas\u0131 ile ilgili sorunlar: Ba\u011flay\u0131c\u0131s\u0131z malzemelerden yap\u0131lan temeller ve eri\u015fim yollar\u0131, y<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Alt<\/a><\/div>
Alt Temel ve Kaplama Drenaj\u0131<\/h6><\/a>Performans\u0131 artt\u0131rmak i\u00e7in suyun giderilmesi: Bir yol veya kald\u0131r\u0131m yap\u0131s\u0131, yap\u0131n\u0131n i\u00e7inde, alt\u0131nda veya yan\u0131nda bulunan su nedeniyle zay\u0131flayabilmekt<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Al\u00fcvyon<\/a><\/div>
Al\u00fcvyon Kapatma<\/h6><\/a>Kirlenmi\u015f tortulara y\u00f6nelik zorluklar: Kirlenmi\u015f tortullar akarsular\u0131n, nehir a\u011f\u0131zlar\u0131n\u0131n ve end\u00fcstriyel tesislere biti\u015fik denizlerin bir\u00e7ok yerinde m<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Asfalt<\/a><\/div>
Asfalt Kaplamalar\u0131n G\u00fc\u00e7lendirilmesi<\/h6><\/a>Yollar\u0131m\u0131z \u00fczerindeki gerilmelerin artmas\u0131. G\u00fc\u00e7lendirilmi\u015f (donat\u0131l\u0131) asfalt kaplamalar daha az malzeme ve bak\u0131ma ihtiya\u00e7 duyduklar\u0131ndan, i\u015fin toplam <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Bal\u0131k<\/a><\/div>
Bal\u0131k a\u011f\u0131 kafesleri<\/h6><\/a>Maccaferri bal\u0131k \u00e7iftli\u011fi sahas\u0131nda \u00f6zel olarak tasarlanm\u0131\u015f ve tamamen \u00f6nceden monte edilmi\u015f a\u011f kafeslerini sunar.\r\n\r\nKikkoNet a\u011f kafesleri, deniz bal<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Basit<\/a><\/div>
Basit \u00d6rt\u00fcleme<\/h6><\/a>Gev\u015fek veya d\u00fc\u015fen molozlar\u0131 tutmak i\u00e7in, kaya \u015fevleri \u00fczerine kaya d\u00fc\u015fmesi perdesi veya basit perde sistemleri kurulur. Bu kaya d\u00fc\u015fmesi tehlikesi, bu <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Bindirme<\/a><\/div>
Bindirme (Piggybacking)<\/h6><\/a>Artan at\u0131k malzeme bertaraf\u0131 sorununu \u00e7\u00f6z\u00fcme kavu\u015fturmak isteyen yerel ve federal otoriteler, Bindirme olarak adland\u0131r\u0131ld\u0131\u011f\u0131 \u015fekilde terk edilmi\u015f \u00e7\u00f6p <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Birincil<\/a><\/div>
Birincil Kaplama<\/h6><\/a> Birincil kaplama a\u015famas\u0131nda \u00e7elik elyaf takviyeli p\u00fcsk\u00fcrtme betonun kullan\u0131lmas\u0131, t\u00fcnel in\u015faat\u0131 teknolojisinde bir ba\u015fka ilerlemeye i\u015faret etmektedi<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Boru<\/a><\/div>
Boru Hatt\u0131 Koruma<\/h6><\/a>1981 y\u0131l\u0131ndan beri, deniz alt\u0131 boru hatlar\u0131n\u0131n ve kablolar\u0131n korunmas\u0131, demirlenmesi, balastlanmas\u0131 ve sa\u011flamla\u015ft\u0131r\u0131lmas\u0131 i\u00e7in m\u00fchendislik \u00e7\u00f6z\u00fcmleri s<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Boyuna<\/a><\/div>
Boyuna Yap\u0131lar<\/h6><\/a>Boyuna koruma yap\u0131lar\u0131, boylar\u0131 nehir ak\u0131\u015f\u0131na paralel olan hidrolik yap\u0131lard\u0131r. Bu yap\u0131lar genellikle mevcut do\u011fal bentlerin \u00fczerine veya bunlar\u0131 dest<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Dalgak\u0131ranlar<\/a><\/div>
Dalgak\u0131ranlar ve Mahmuzlar<\/h6><\/a>Dalgak\u0131ranlar a\u00e7\u0131k denizde tesis edilebilmekte veya k\u0131y\u0131 \u015feridine ba\u011flanabilmekte ve genellikle deniz altyap\u0131s\u0131n\u0131 dalga ve ak\u0131m hareketlerine kar\u015f\u0131 ko<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Deniz<\/a><\/div>
Deniz Duvarlar\u0131 ve K\u0131y\u0131 \u015eeridi Yap\u0131lar\u0131<\/h6><\/a>Deniz duvarlar\u0131 ve k\u0131y\u0131 \u015feridi yap\u0131lar\u0131 \u015fehirleri, yollar\u0131, otobanlar\u0131, demiryolu hatlar\u0131n\u0131 ve end\u00fcstriyel tesisleri denizden korumak i\u00e7in in\u015fa edilme<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Deniz<\/a><\/div>
Deniz Yosunu \u00c7ay\u0131rlar\u0131 ve Resif Rekonstr\u00fcksiyonu<\/h6><\/a>Deniz yosunu \u00e7ay\u0131rlar\u0131n\u0131n \u00f6nemi: Deniz yosunu \u00e7ay\u0131rlar\u0131, ak\u0131\u015f h\u0131zlar\u0131n\u0131 azaltmas\u0131, tortula\u015fmay\u0131 artt\u0131rmas\u0131 ve erozyonu s\u0131n\u0131rland\u0131rmas\u0131 y\u00f6n\u00fcyle k\u0131y\u0131 or<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Dikey<\/a><\/div>
Dikey Drenaj \u0130\u015fleri<\/h6><\/a>Zemin y\u00fczeyindeki veyahut zemindeki yeralt\u0131 suyu y\u00fczeylerinden kaynaklanan suyun y\u00f6netimi, yap\u0131n\u0131n uzun vadeli performans\u0131n\u0131 etkileyen en \u00f6nemli husus<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Dinamik<\/a><\/div>
Dinamik Kaya D\u00fc\u015fmesi Bariyerleri<\/h6><\/a>Baz\u0131 kaya d\u00fc\u015fmesi tehlikesi durumlar\u0131nda, teknik, topografik veya ekonomik sorunlar nedeniyle kaya d\u00fc\u015fmesi perdesi korumas\u0131 veya y\u00fczey stabilizasyon a<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Drenaj<\/a><\/div>
Drenaj Sistemleri \u0130le G\u00fc\u00e7lendirme<\/h6><\/a>Zemin yap\u0131s\u0131, i\u00e7erisinde veya biti\u015fi\u011finde bulunan ya\u011fmur suyu ile zay\u0131flayabilir.\r\r\r\r\r\n\r\r\r\r\r\nYa\u011fmur suyuna kar\u015f\u0131 drenaj hendek ve drenaj kanallar\u0131 gib<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"D\u00fczlemsel<\/a><\/div>
D\u00fczlemsel ve Yatay Drenaj<\/h6><\/a>D\u00fczlemsel ve yatay drenaj, su mevcudiyeti nedeniyle zay\u0131flayan zeminlerin g\u00fc\u00e7lendirilmesi i\u00e7in kullan\u0131lan faydal\u0131 bir tekniktir. Uygun bir drenaj yolu<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Final<\/a><\/div>
Final Lining<\/h6><\/a> Son kaplama, yeralt\u0131 in\u015faat\u0131nda kritik bir bile\u015fendir ve bitmi\u015f yap\u0131n\u0131n dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 ve yap\u0131sal g\u00fcc\u00fcn\u00fc s<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Geosentetik<\/a><\/div>
Geosentetik Donat\u0131l\u0131 \u0130stinat Duvarlar\u0131 ve \u015eevlerin Takviye Edilmesi<\/h6><\/a>Toprak e\u011fimletrin de\u011fi\u015ftirilmesinde kar\u015f\u0131la\u015f\u0131lan zorluklar. Zemin \u015fev profillerinin do\u011fal \u015fev a\u00e7\u0131lar\u0131n\u0131 de\u011fi\u015ftirmek, \u015fevde stabile kayb\u0131na sebep olabi<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"G\u00fcvenlik<\/a><\/div>
G\u00fcvenlik Bariyerleri<\/h6><\/a>G\u00fcvenlik bariyerleri, ara\u00e7lar\u0131n otoyollardan veya demiryollar\u0131ndan \u00e7\u0131k\u0131p di\u011fer altyap\u0131lara, yaya alanlar\u0131na veya binalara girmesini \u00f6nlemek i\u00e7in \u00f6zel <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Havzalar\u0131n,<\/a><\/div>
Havzalar\u0131n, G\u00f6llerin ve Kanallar\u0131n Su Yal\u0131t\u0131m\u0131<\/h6><\/a>Havzalar\u0131n, g\u00f6llerin ve kanallar\u0131n su yal\u0131t\u0131m\u0131, ya\u011fmur suyu azaltma g\u00f6letlerinin temin edilmesinden zemini kirleten kirli suyun \u00f6nlenmesine kadar bir\u00e7<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"\u0130zolasyon<\/a><\/div>
\u0130zolasyon Bariyer Sistemleri – Kapama<\/h6><\/a>\u0130zolasyon veya y\u00fczey bariyer sistemi, bir \u00e7\u00f6p sahas\u0131, kirlenmi\u015f maden ya da tar\u0131m arazisi izole edilirken (veya kapat\u0131l\u0131rken) s\u00fcrecin \u00f6nemli bir b\u00f6l\u00fcm<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"\u0130zolasyon<\/a><\/div>
\u0130zolasyon Bariyer Sistemleri – Taban<\/h6><\/a>G\u00fc\u00e7l\u00fc bir taban ni\u00e7in \u00f6nemlidir? \u0130zolasyon bariyer sistemi zemini ve zemin suyunu olumsuz \u00e7evresel etkilere kar\u015f\u0131 koruma g\u00f6revi oldu\u011fundan, \u00e7\u00f6p depola<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kanal<\/a><\/div>
Kanal \u00c7al\u0131\u015fmalar\u0131<\/h6><\/a>Akarsuyun uzun vadeli performans\u0131n\u0131 korumak i\u00e7in bentlere ve gerekti\u011finde hidrolik kanallar\u0131n kanal yataklar\u0131na genellikle koruyucu bir kaplama uygula<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kar<\/a><\/div>
Kar Bariyerleri ve \u00c7\u0131\u011f Korumas\u0131<\/h6><\/a>Kar b\u00f6lgelerindeki da\u011fl\u0131k alanlar\u0131n sakinleri her zaman \u00e7\u0131\u011f riskinden etkilenmi\u015ftir. Bu b\u00f6lgelerde ormans\u0131zla\u015fma ve turistik altyap\u0131s\u0131n\u0131n geli\u015ftirilme<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kaya<\/a><\/div>
Kaya D\u00fc\u015fmesine kar\u015f\u0131 seddeler<\/h6><\/a>Kaya d\u00fc\u015fmesi setleri, pasif sistemlerdir ve y\u00fczey stabilizasyon sistemlerinin kurulamad\u0131\u011f\u0131 durumlarda, rne\u011fin \u00e7ok geni\u015f \u015fevler i\u00e7in veya t\u00fcm \u015fevin eri<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kaz\u0131<\/a><\/div>
Kaz\u0131 Konsolidasyonu ve G\u00fc\u00e7lendirme<\/h6><\/a>Yeralt\u0131 in\u015faatlar\u0131nda, \u00f6zellikle zorlu jeolojik ko\u015fullarda ve zor zeminlerde, t\u00fcnel kaz\u0131 y\u00fczeylerinin stabilizasyonu \u00e7ok \u00f6nemlidir. <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kaz\u0131kl\u0131<\/a><\/div>
Kaz\u0131kl\u0131 G\u00fc\u00e7lendirilmi\u015f Dolgular<\/h6><\/a>Konsolidasyon problemi olan zay\u0131f bir zeminde d\u00fc\u015fey deplasmanlar\u0131 s\u0131n\u0131rland\u0131rman\u0131n gerekti\u011fi pek \u00e7ok durum vard\u0131r. \u00d6rne\u011fin;\r\r\r\r\r\n\r\r\r\r\r\n\u2013 Zay\u0131f zeminde<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kumul<\/a><\/div>
Kumul Rekonstr\u00fcksiyonu<\/h6><\/a>Kumullar\u0131n k\u0131y\u0131 \u015feridi stabilitesi ve k\u0131y\u0131 g\u00fcvenli\u011fi a\u00e7\u0131s\u0131ndan sundu\u011fu y\u00fcksek de\u011fer yayg\u0131n bir \u015fekilde kabul edilmekte ve bir\u00e7ok \u00fclke, mevcut kumullar<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Kuvvet<\/a><\/div>
Kuvvet Koruma Bariyerleri<\/h6><\/a>Yerle\u015ftirmesi kolay ve h\u0131zl\u0131 EBS MAC bariyer sistemimiz, balistik koruma, patlama azaltma ve HVM ara\u00e7 bariyerleri sa\u011flayarak birlikleri korur. FOB’lar<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Marjinal<\/a><\/div>
Marjinal Toprak ve At\u0131k Y\u0131\u011f\u0131nlar\u0131n\u0131n G\u00fc\u00e7lendirilmesi<\/h6><\/a>D\u00fcnya \u00e7ap\u0131nda daha b\u00fcy\u00fck kapasiteli depolama alanlar\u0131. D\u00fcnya \u00e7ap\u0131nda artan insan popilasyonu ile beraber, at\u0131k malzeme miktar\u0131da artmaktad\u0131r. Bunun so<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Moloz<\/a><\/div>
Moloz Ak\u0131\u015f\u0131 ve s\u0131\u011f k\u0131y\u0131 bariyerleri<\/h6><\/a>Moloz ak\u0131\u015flar\u0131 ve y\u00fczeysel heyelanlar, ince par\u00e7ac\u0131klardan iri kaya par\u00e7alar\u0131na ve a\u011fa\u00e7 dallar\u0131na kadar \u00e7ok \u00e7e\u015fitli malzemeyi kapsayan, olduk\u00e7a harek<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Obruk<\/a><\/div>
Obruk \u00dcst\u00fc Yap\u0131lar<\/h6><\/a>\u00c7\u00f6k\u00fcnt\u00fcye kar\u015f\u0131 koruma. Baz\u0131 b\u00f6lgeler, madenlerin do\u011fal obruk veya eriyiklerin yol a\u00e7t\u0131\u011f\u0131 ani bo\u015fluk veya do\u011fal \u00e7\u00f6k\u00fcnt\u00fc olu\u015fumuna kar\u015f\u0131 risk alt\u0131ndad\u0131<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Prekast<\/a><\/div>
Prekast Betonarme Panelli Toprakarme \u0130stinat Duvarlar\u0131<\/h6><\/a>Uygun maliyetli olacak \u015fekildegeli\u015ftirilen \u00e7\u00f6z\u00fcmlerimizin ihtiya\u00e7 duyuldu\u011fu durumlar: Yaln\u0131zca dar bir in\u015faat sahas\u0131n\u0131n bulundu\u011fu ya da kentsel alanla<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"R\u0131ht\u0131mlar,<\/a><\/div>
R\u0131ht\u0131mlar, \u0130skeleler ve Mendirekler<\/h6><\/a>Teknik \u00e7\u00f6z\u00fcmlerimiz kullan\u0131larak r\u0131ht\u0131mlar, iskeleler ve mendirekler in\u015fa edilebilir ve erozyona kar\u015f\u0131 korunabilir. Maccaferri \u00e7\u00f6z\u00fcmleri ayr\u0131ca limanl<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Ses<\/a><\/div>
Ses Bariyerleri<\/h6><\/a>Ses bariyerleri, mekanlar aras\u0131ndaki g\u00fcr\u00fclt\u00fc kirlili\u011fini en aza indirgemek amac\u0131yla kullan\u0131lmaktad\u0131r. Yerle\u015fim alanlar\u0131ndaki altyap\u0131 i\u015flerinden ve end<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"\u015eev<\/a><\/div>
\u015eev Koruma<\/h6><\/a>T\u00fcm do\u011fal yama\u00e7lar s\u00fcrekli erozyon kuvvetlerine maruz kalmaktad\u0131r. Yama\u00e7 yeni bir geli\u015ftirmenin bir par\u00e7as\u0131 olarak yak\u0131n zamanda olu\u015fsa da as\u0131l halind<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"S\u00f6n\u00fcmleyici<\/a><\/div>
S\u00f6n\u00fcmleyici Bariyerler<\/h6><\/a>S\u00f6n\u00fcmleyici Sistemler, kayalar\u0131n nihayetinde durabilece\u011fi veya g\u00fcvenli bir \u015fekilde toplanabilece\u011fi bariyerin alt\u0131nda mevcut “a\u015f\u0131nma” alan\u0131n\u0131n oldu\u011fu \u015f<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Su<\/a><\/div>
Su Bentleri, Menfezler ve Enine Yap\u0131lar<\/h6><\/a>Enine yap\u0131lar, kat\u0131 maddeleri veya tortular\u0131 ta\u015f\u0131yan dinamik hidrolik ak\u0131nt\u0131lar\u0131 kontrol alt\u0131na almak i\u00e7in kullan\u0131lmaktad\u0131r. Bu yap\u0131lar ak\u0131nt\u0131y\u0131 durdu<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Susuzla\u015ft\u0131rma\"<\/a><\/div>
Susuzla\u015ft\u0131rma<\/h6><\/a>S\u0131v\u0131 at\u0131\u011f\u0131n yol a\u00e7t\u0131\u011f\u0131 sorunlar: S\u0131v\u0131 at\u0131k maddelerin bertaraf\u0131 pahal\u0131d\u0131r, ta\u015f\u0131mas\u0131 zordur ve daha fazla kirlili\u011fe yol a\u00e7maktad\u0131r.\r\r\r\r\r\n\r\r\r\r\r\nMaccafer<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Y\u0131rt\u0131c\u0131<\/a><\/div>
Y\u0131rt\u0131c\u0131 Hayvan A\u011f\u0131<\/h6><\/a>Maccaferri, bal\u0131k \u00e7iftli\u011fi sahas\u0131nda son montaja haz\u0131r \u00f6zel olarak tasarlanm\u0131\u015f y\u0131rt\u0131c\u0131 hayvan a\u011flar\u0131n\u0131 sunar. \r\n\r\nBoyutlar\u0131ndan ve a\u011f tipinden m\u00fc\u015fteri<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Y\u00fczey<\/a><\/div>
Y\u00fczey G\u00fc\u00e7lendirme ve Destek<\/h6><\/a>Baz\u0131 kaya \u015fevleri, genellikle ek stabilizasyon gerektiren karars\u0131z bir y\u00fczey katman\u0131na sahiptir. Oynak y\u00fczey tabakas\u0131n\u0131n dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 art\u0131rmak i\u00e7in<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Zay\u0131f<\/a><\/div>
Zay\u0131f Zemin \u00dcst\u00fc Yap\u0131lar<\/h6><\/a>Kohezyonlu ya da al\u00fcvyonlu zemin \u00fczerine in\u015fa edilen dolgular, zemin yap\u0131s\u0131na ba\u011fl\u0131 olarak oturmalara maruz kalabilir.\r\r\r\r\r\n\r\r\r\r\r\nBu tip oturmalar\u0131 \u00f6n<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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\"Zemin<\/a><\/div>
Zemin \u00c7ivileme<\/h6><\/a>Zemin \u00c7ivileme, hem do\u011fal hem de kaz\u0131lm\u0131\u015f \u015fevlerde kullan\u0131labilen bir tekniktir, \u015fevleri g\u00fc\u00e7lendirmek i\u00e7in tendonlar\u0131n araya sokulmas\u0131ndan olu\u015fur. \u00c7iv<\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Zemin<\/a><\/div>
Zemin Kaplama Uygulamalar\u0131<\/h6><\/a>D\u00fc\u015f\u00fck s\u00fcrt\u00fcnmeli y\u00fczeylere zemin d\u00f6\u015fenirken, topra\u011f\u0131n e\u011fimden dolay\u0131 kayma ihtimali vard\u0131r. Bu durum \u015fa\u015f\u0131rt\u0131c\u0131 derecede yayg\u0131n g\u00f6r\u00fclmektedir ve arazi <\/span>G\u00f6r\u00fcnt\u00fcle <\/a>
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<\/div>

<br>Aranan\u0131 bulamad\u0131n\u0131z m\u0131?<\/h2><\/div><\/div><\/div>
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