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Dergiler / Demiryolu Mühendisliği / 2026 / Sayı: 23

Demiryolu Tünel Püskürtme Betonu Üretiminde Kireçtaşı-Kuvars ve Mermer Atıklarının Kullanılabilirliği

Usability of Limestone-Quartz and Marble Wastes in Railway Tunnel Shotcrete Production

Gürkan Erdal(Ulaştırma ve Altyapı Bakanlığı, Karayolları Genel Müdürlüğü, Karayolları 9. Bölge Müdürlüğü (Etüt, Proje ve Çevre Başmühendisliği))0009-0006-7625-720X
Abdulrezzak Bakış(Batman Üniversitesi Mühendislik Mimarlık Fak. İnşaat Mühendisliği Bölümü/Ulaştırma)0000-0002-7487-884X
Sayfa
116–128
Yayın Tarihi
2026-01-20
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Çalışma sonucunda, referans beton üretimlerinde kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz referans püskürtme betonların su kürü sonrası basınç dayanımları sırasıyla 53,13-52,93-32,37 MPa bulundu.

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Amaç & Hipotez:Çevreyi kirleten ve atık sahalarının oluşmasına neden olan katı atıklardan bazıları kireçtaşı, kuvars ve mermer atıklarıdır.
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Temel Bulgular & Veri:Araştırmada, 12 farklı türde demiryolu tünel püskürtme betonu oluşturuldu.
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Sonuç & Katkı:Çalışma sonucunda, referans beton üretimlerinde kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz referans püskürtme betonların su kürü sonrası basınç dayanımları sırasıyla 53,13-52,93-32,37 MPa bulundu.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Atık kayaçlar · Demiryolu tünel püskürtme betonu · Reaktif pudra beton

Özet

Çevreyi kirleten ve atık sahalarının oluşmasına neden olan katı atıklardan bazıları kireçtaşı, kuvars ve mermer atıklarıdır. Taş ocaklarından çıkarılan bu kayaçlarla üretim yapılırken, önemli miktarda atık oluşmaktadır. Bu çalışmada kireçtaşı, kuvars ve mermer atıklarının demiryolu tünel püskürtme betonu üretiminde kullanılabilirliği araştırıldı. Araştırmada, 12 farklı türde demiryolu tünel püskürtme betonu oluşturuldu. Üretilen tünel püskürtme betonlara 28 gün 20±3°C su kürü ve kombine kürü uygulandı. Çalışmada kür öncesi tüm tip numunelerin slump deneyi yapıldı. Kür sonrası tüm numunelere basınç dayanım deneyi uygulandı. Çalışma sonucunda, referans beton üretimlerinde kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz referans püskürtme betonların su kürü sonrası basınç dayanımları sırasıyla 53,13-52,93-32,37 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz referans püskürtme betonların kombine kür sonrası dayanım değerleri 55,47-54,50-38,29 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifli referans betonların su kürü sonrası dayanımları 58,29-57,63-40,87 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifli referans püskürtme betonların kombine kür sonrası dayanımları 62,23-61,25-45,46 MPa olarak bulundu. Reaktif pudra püskürtme beton üretimlerinde ise; kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz reaktif pudra püskürtme betonların su kürü sonrası basınç dayanımları sırasıyla 51,44-50,98-31,12 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifsiz reaktif pudra püskürtme betonların kombine kür sonrası dayanım değerleri 54,04-52,92-36,81 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifli reaktif pudra püskürtme betonların su kürü sonrası dayanımları 56,47-55,79-38,96 MPa bulundu. Kireçtaşı, kuvars ve mermer atıklarından oluşan lifli reaktif pudra püskürtme betonların kombine kür sonrası dayanımları ise 61,21-60,50-44,38 MPa bulundu. Elde edilen bulgular değerlendirildiğinde kireçtaşı, kuvars ve mermer atıklarının demiryolu tünel püskürtme betonu üretiminde kullanılabilirliği görülmüştür.

Abstract

Some of the solid wastes that pollute the environment and cause the formation of waste sites are limestone, quartz, and marble waste. During production with these rocks extracted from quarries, a significant amount of waste is generated. In this study, the usability of limestone, quartz and marble wastes in railway tunnel shotcrete production was investigated. As part of the research, 12 different types of railway tunnel shotcrete were created. Water curing for 28 days of 20±3°C and combined curing were applied to the produced tunnel shotcrete. In the study, slump tests were performed on all types of samples before curing. Compressive strength tests were applied to all samples after curing. As a result of the study, compressive strengths of the non-fiber reference tunnel shotcrete composed of limestone, quartz and marble wastes in reference tunnel shotcrete production after water curing were found to be 53.13-52.93-32.37 MPa, respectively. Compressive strengths of the non-fiber reference tunnel shotcrete composed of limestone, quartz and marble wastes after combined curing were found to be 55.47-54.50-38.29 MPa. Compressive strengths of the fibrous reference tunnel shotcrete composed of limestone, quartz and marble wastes after water curing were found to be 58.29- 57.63- 40.87 MPa. Compressive strengths of the fibrous reference tunnel shotcrete composed of limestone, quartz and marble wastes after combined curing were found to be 62.23-61.25-45.46 MPa. In reactive powder tunnel shotcrete production, compressive strengths of the non-fiber reactive powder tunnel shotcrete composed of limestone, quartz and marble wastes after water curing were found to be 51.44-50.98-31.12 MPa. Compressive strengths of the non-fiber reactive powder tunnel shotcrete composed of limestone, quartz and marble wastes after combined curing were found to be 54.04-52.92-36.81 MPa. Compressive strengths of the fibrous reactive powder tunnel shotcrete composed of limestone, quartz and marble wastes after water curing were found to be 56.47-55.79-38.96 MPa. Compressive strengths of the fibrous reactive powder tunnel shotcrete composed of limestone, quartz and marble wastes after combined curing were found to be 61.21-60.50-44.38 MPa. When the findings were evaluated, it was seen that limestone, quartz and marble wastes could be used in the production of railway tunnel shotcrete.

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Bu Makaleye Atıf Yap

Erdal, G., Bakış, A. (2026). Demiryolu Tünel Püskürtme Betonu Üretiminde Kireçtaşı-Kuvars ve Mermer Atıklarının Kullanılabilirliği. Demiryolu Mühendisliği, Sayı: 23, 116–128. https://doi.org/10.47072/demiryolu.1775390

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