Techno Press
Techno Press

Geomechanics and Engineering
  Volume 34, Number 4, August25 2023 , pages 425-435
DOI: https://doi.org/10.12989/gae.2023.34.4.425
 


Investigation of engineering properties of clayey soil experimentally with the inclusion of marble and granite waste
Baki Bagriacik, Gökhan Altay and Cafer Kayadelen

 
Abstract
    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.
 
Key Words
    clayey soil; marble and granite waste; model test; soil improvement; waste disposal
 
Address
Baki Bagriacik and Gökhan Altay: Department of Civil Engineering, Çukurova University, Balcali Campus Sariçam, Adana, Türkiye
Cafer Kayadelen: Department of Civil Engineering, Osmaniye Korkut Ata University,
Karacağlan Campus, Merkez, Osmaniye, Türkiye
 

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