UÇUCU KÜL VE GUAR SAKIZI İLE STABİLİZE EDİLMİŞ BİR KİL ZEMİNİN MUKAVEMET ÖZELLİKLERİNİN TAGUCHİ TEKNİĞİ KULLANILARAK DEĞERLENDİRİLMESİ

Mehmet Fatih Yazıcı; Mehmet Fahri Saraç; Çağla Aydın; Melce Begüm Polat; Can Mustafa Çalık; Caner Özen

doi:10.17780/ksujes.1519704

TR EN

UÇUCU KÜL VE GUAR SAKIZI İLE STABİLİZE EDİLMİŞ BİR KİL ZEMİNİN MUKAVEMET ÖZELLİKLERİNİN TAGUCHİ TEKNİĞİ KULLANILARAK DEĞERLENDİRİLMESİ

Öz

Geoteknik mühendisliğinde problemli zeminlerin iyileştirilmesinde araştırmacılar uzun yıllardır çimento ve kireç gibi geleneksel kimyasal katkıları yaygın bir şekilde kullanmaktadırlar. Bu malzemelerin zemin stabilizasyonunda sağladığı faydaların yani sıra çevresel açıdan getirdiği zararlar göz ardı edilemeyecek seviyelerdedir. Bu sebeple araştırmacılar yıllardır farklı stabilizasyon malzemeleri ile laboratuvar ve arazi şartlarında deneyler yaparak çevre, sürdürülebilirlik, ekonomiklik ve sağladığı diğer faydalar açısından en iyiye ulaşabilmenin çabasını vermektedirler. Bu çalışma, yukarıda bahsi geçen amaca ulaşabilmek için mükemmel puzolanik özelliklere sahip bir atık olan uçucu kül ile çevre dostu ve sürdürülebilirlik açısından son zamanlarda geoteknik araştırmacıların gözdesi olan guar sakızının bir kil zeminin mukavemet özellikleri üzerindeki birlikte etkilerini değerlendirmiştir. Zaman, emek ve maliyet açısından tasarruf ederek deneysel sürecin yürütülebilmesi için Taguchi deney tasarım yönteminden istifade edilmiştir. Sonuç olarak uçucu kül ve biyopolimer ilavesi ile doğal zeminin serbest basınç mukavemetinin 6,5, sekant elastisite modülünün ise 20,4 kata kadar artış gösterdiği görülmüştür. Elde edilen sonuçlar sadece uçucu kül ve sadece kireçle stabilize edilmiş numunelerin mukavemet özellikleri ile karşılaştırılmış ve kil zemine uçucu kül ile guar sakızı ilave etmenin çok daha yüksek mukavemet artışları verdiği gözlenmiştir.

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Bu çalışma, T.C. Enerji Piyasası Düzenleme Kurumu (EPDK) tarafından onaylanan “Poliüretan Stabilizatör ile Temel Dolgusunun Geliştirilmesi ve Saha Uygulamasının Yapılması” isimli Ar-Ge projesi kapsamında desteklenmektedir. Yazarlar bu destek için EPDK'ya teşekkür etmektedir.

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Details

Primary Language

Turkish

Subjects

Civil Geotechnical Engineering , Soil Mechanics in Civil Engineering

Journal Section

Research Article

Authors

Mehmet Fatih Yazıcı ^*
0000-0002-3557-7817
Türkiye

Mehmet Fahri Saraç
0000-0002-0760-5569
Türkiye

Çağla Aydın
0009-0009-9863-4522
Türkiye

Melce Begüm Polat
0009-0006-3411-5246
Türkiye

Can Mustafa Çalık
0000-0003-3281-4925
Türkiye

Caner Özen
0000-0002-2728-706X
Türkiye

Publication Date

March 3, 2025

Submission Date

July 22, 2024

Acceptance Date

September 23, 2024

Published in Issue

Year 1970 Volume: 28 Number: 1

DOI

https://doi.org/10.17780/ksujes.1519704

IZ

https://izlik.org/JA85YY96KN

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APA

Yazıcı, M. F., Saraç, M. F., Aydın, Ç., Polat, M. B., Çalık, C. M., & Özen, C. (2025). UÇUCU KÜL VE GUAR SAKIZI İLE STABİLİZE EDİLMİŞ BİR KİL ZEMİNİN MUKAVEMET ÖZELLİKLERİNİN TAGUCHİ TEKNİĞİ KULLANILARAK DEĞERLENDİRİLMESİ. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 28(1), 89-103. https://doi.org/10.17780/ksujes.1519704

EVALUATION OF THE STRENGTH PROPERTIES OF A CLAY SOIL STABILIZED WITH FLY ASH AND BIOPOLYMER USING THE TAGUCHI TECHNIQUE

UÇUCU KÜL VE GUAR SAKIZI İLE STABİLİZE EDİLMİŞ BİR KİL ZEMİNİN MUKAVEMET ÖZELLİKLERİNİN TAGUCHİ TEKNİĞİ KULLANILARAK DEĞERLENDİRİLMESİ

Öz

Anahtar Kelimeler

EVALUATION OF THE STRENGTH PROPERTIES OF A CLAY SOIL STABILIZED WITH FLY ASH AND BIOPOLYMER USING THE TAGUCHI TECHNIQUE

Abstract

Keywords

Thanks

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