Geomechanics and Engineering

  • 제34권4호
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  • Pages.425-435
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  • 2023
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Investigation of engineering properties of clayey soil experimentally with the inclusion of marble and granite waste

  • Baki Bagriacik (Department of Civil Engineering, Cukurova University, Balcali Campus Saricam) ;
  • Gokhan Altay (Department of Civil Engineering, Cukurova University, Balcali Campus Saricam) ;
  • Cafer Kayadelen (Department of Civil Engineering, Osmaniye Korkut Ata University, Karacaglan Campus)
  • 투고 : 2022.09.20
  • 심사 : 2023.07.11
  • 발행 : 2023.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

Granite and marble are widely produced and utilized in the construction industry, resulting in significant waste production. It is essential to manage this waste appropriately and repurpose it in recycling processes to ensure sustainability. The utilization of waste materials such as marble and granite waste (MGW) has become increasingly important in geotechnical engineering to improve the physical and mechanical properties of weak soils. This study investigated the applicability of utilizing MGW and cement (C)-MGW mixtures to improve clayey soil. A series of model plate loading tests were carried out in a specialized circular test tank to assess the influence of MGW and C-MGW mixing ratios on clayey soil samples. The samples were prepared by blending MGW and C-MGW in predetermined proportions. It is found that the bearing capacity of clay soil increased by approximately 71% when using MGW and C additives. Moreover, the consolidated settlement values of the clay soil decreased up to 6 times compared to the additive-free case.

키워드

참고문헌

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