Araştırma Makalesi

A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim

Cilt: 27 Sayı: 80 23 Mayıs 2025
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A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim

Öz

The utilization of waste materials for the reinforcement of soils should be investigated in order to prevent pollution and encourage sustainable solutions and a circular economy. The aim of this study is to investigate the effect of waste denim on soil reinforcement. For this purpose, California Bearing Ratio (CBR) experiments were performed by adding the waste denim as a whole and in pieces on sand soil. The results of the tests were assessed with regard to CBR values and load-displacement behavior by comparing them with unreinforced test specimens. In terms of load-bearing capacity and CBR value, the reinforcement of the soil with waste denim improved the performance compared to the unreinforced condition. Reinforcement of the soil with waste denim increased the load-bearing capacity by a maximum of 9.8 times and the CBR value by a maximum of 4.2 times. The results are promising about the usability of waste denim for soil reinforcement.

Anahtar Kelimeler

Kaynakça

  1. [1] Öztürk, M., Kayadelen, C., Altay, G., Önal, Y., 2023. Investigation of load-displacement behavior of cement-coated geotextile reinforced sandy soils. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, Vol. 12(4), pp. 1232–1238. DOI: 10.28948/ngmuh.1286185.
  2. [2] Önal, Y., Çalışıcı, M., Kayadelen, C., Altay, G., 2023. A comparative experimental study of geocell and geogrid-reinforced highway base layers under repeated loads. Road Materials and Pavement Design, Vol. 24(12), pp. 2877–2892. DOI: 10.1080/14680629.2023.2182126.
  3. [3] Öztürk, M., Altay, G., Kayadelen, C., 2024. Assessment of the utilization of cement-treated geotextile as a reinforcement element for highway base layer under cyclic loading. Transportation Geotechnics, Vol. 48. DOI: 10.1016/j.trgeo.2024.101333.
  4. [4] Bağriaçik, B., 2017. Soil stabilization with lime at transportation structure’s base/subbase. Çukurova University Journal of the Faculty of Engineering and Architecture, Vol. 32, pp. 39–48. DOI: 10.21605/cukurovaummfd.310049.
  5. [5] Balkıs, A.P., Macid, S., 2019. Effect of cement amount on CBR values of different soil. European Journal of Science and Technology, Vol. 16, pp. 809–815. DOI: 10.31590/ejosat.588990.
  6. [6] Ceylan Bora, N., Kayadelen, C., Altay, G., Önal, Y., Öztürk, M., 2022. Comparative effectiveness research of palm tree pruning waste and geotextiles on subgrade stabilization. Građevinar, Vol. 74(10), pp. 829–839. DOI: 10.14256/JCE.3401.2021.
  7. [7] Kaplan, E., Kayadelen, C., Öztürk, M., Önal, Y., Altay, G., 2022. Experimental evaluation of the usability of palm tree pruning waste (PTPW) as an alternative to geotextile. Revista de La Construcción, Vol. 21(1), pp. 69–82. DOI: 10.7764/RDLC.21.1.69.
  8. [8] Öztürk, M., Önal, Y., Ok, B., Altay, G., Beycioğlu, A., Keskin, A., 2021. Load-displacement behavior of serpentine and olivine obtained as waste from the mines. International Conference on Engineering, Natural and Applied Science 2021 (ICENAS’21), pp. 166–173.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Geoteknik Mühendisliği, İnşaat Mühendisliğinde Zemin Mekaniği

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

12 Mayıs 2025

Yayımlanma Tarihi

23 Mayıs 2025

Gönderilme Tarihi

6 Nisan 2024

Kabul Tarihi

7 Kasım 2024

Yayımlandığı Sayı

Yıl 2025 Cilt: 27 Sayı: 80

Kaynak Göster

APA
Öztürk, M. (2025). A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, 27(80), 321-325. https://doi.org/10.21205/deufmd.2025278019
AMA
1.Öztürk M. A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim. DEUFMD. 2025;27(80):321-325. doi:10.21205/deufmd.2025278019
Chicago
Öztürk, Mitat. 2025. “A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27 (80): 321-25. https://doi.org/10.21205/deufmd.2025278019.
EndNote
Öztürk M (01 Mayıs 2025) A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27 80 321–325.
IEEE
[1]M. Öztürk, “A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim”, DEUFMD, c. 27, sy 80, ss. 321–325, May. 2025, doi: 10.21205/deufmd.2025278019.
ISNAD
Öztürk, Mitat. “A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 27/80 (01 Mayıs 2025): 321-325. https://doi.org/10.21205/deufmd.2025278019.
JAMA
1.Öztürk M. A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim. DEUFMD. 2025;27:321–325.
MLA
Öztürk, Mitat. “A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, c. 27, sy 80, Mayıs 2025, ss. 321-5, doi:10.21205/deufmd.2025278019.
Vancouver
1.Mitat Öztürk. A Laboratory Examination of CBR Value of Soil Reinforced with Waste Denim. DEUFMD. 01 Mayıs 2025;27(80):321-5. doi:10.21205/deufmd.2025278019

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