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A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer
Abstract
This study presents a statistical analysis of the relationship between mineralogical properties and mechanical strength parameters between different constituents. Important properties such as compressive and flexural strength are analyzed on sample materials. Two different correlation methods, namely Pearson Correlation Coefficient and Spearman Correlation Coefficient, were used to evaluate the relationship between mineralogical constituents and strength parameters. The results obtained revealed that some mineral constituents showed a significant positive or negative correlation with mechanical strength properties. In particular, lime (CaO) exhibited an excellent positive linear relationship with compressive strength. Similarly, a strong positive monotonic relationship was found between silica (SiO2) content and flexural strength. The statistical analyses provide an important tool in understanding the influence of mineral constituents on mechanical strength properties. The results of this study provide a valuable guide to understand the role of mineralogical constituents in construction material selection and structural design.
Keywords
Kaynakça
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Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği (Diğer)
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
30 Haziran 2025
Gönderilme Tarihi
18 Eylül 2023
Kabul Tarihi
26 Eylül 2024
Yayımlandığı Sayı
Yıl 2025 Cilt: 31 Sayı: 3
APA
Yılmaz, Y., Çakmak, T., Kurt, Z., & Ustabaş, İ. (2025). A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 31(3), 409-416. https://izlik.org/JA76XC69DH
AMA
1.Yılmaz Y, Çakmak T, Kurt Z, Ustabaş İ. A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2025;31(3):409-416. https://izlik.org/JA76XC69DH
Chicago
Yılmaz, Yıldıran, Talip Çakmak, Zafer Kurt, ve İlker Ustabaş. 2025. “A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 31 (3): 409-16. https://izlik.org/JA76XC69DH.
EndNote
Yılmaz Y, Çakmak T, Kurt Z, Ustabaş İ (01 Haziran 2025) A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 31 3 409–416.
IEEE
[1]Y. Yılmaz, T. Çakmak, Z. Kurt, ve İ. Ustabaş, “A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 31, sy 3, ss. 409–416, Haz. 2025, [çevrimiçi]. Erişim adresi: https://izlik.org/JA76XC69DH
ISNAD
Yılmaz, Yıldıran - Çakmak, Talip - Kurt, Zafer - Ustabaş, İlker. “A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 31/3 (01 Haziran 2025): 409-416. https://izlik.org/JA76XC69DH.
JAMA
1.Yılmaz Y, Çakmak T, Kurt Z, Ustabaş İ. A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2025;31:409–416.
MLA
Yılmaz, Yıldıran, vd. “A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 31, sy 3, Haziran 2025, ss. 409-16, https://izlik.org/JA76XC69DH.
Vancouver
1.Yıldıran Yılmaz, Talip Çakmak, Zafer Kurt, İlker Ustabaş. A novel correlation study using pearson and spearman algorithms for mineral component-driven strength analysis of geopolymer. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi [Internet]. 01 Haziran 2025;31(3):409-16. Erişim adresi: https://izlik.org/JA76XC69DH