Novel Porosity-Water/Binder Index for Strength Prediction of Artificially Cemented Soils

Arrieta Baldovino J. D. J., EKİNCİ A., Bruschi G. J.

Journal of Materials in Civil Engineering, vol.36, no.2, 2024 (SCI-Expanded) identifier

  • Publication Type: Article / Article
  • Volume: 36 Issue: 2
  • Publication Date: 2024
  • Doi Number: 10.1061/jmcee7.mteng-16432
  • Journal Name: Journal of Materials in Civil Engineering
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, PASCAL, Aerospace Database, Applied Science & Technology Source, Aquatic Science & Fisheries Abstracts (ASFA), Communication Abstracts, Compendex, Computer & Applied Sciences, Geobase, ICONDA Bibliographic, INSPEC, Metadex, Civil Engineering Abstracts
  • Keywords: Cement stabilization, Constitutive relations, Ground improvement, Porosity/binder ratio, Soil stabilization, Water content
  • Middle East Technical University Northern Cyprus Campus Affiliated: Yes

Abstract

The initial weight and volume relationships play a crucial role in determining the strength of cement-stabilized soils. Since 2007, the porosity/binder ratio has been widely utilized as a control index for stabilized soil mixtures. However, this approach does not take into account the water content used during the stabilization process, which can affect the strength of the final product. To address this issue, this paper introduces the porosity-water and binder relationship as a new index to predict the strength of artificially cemented soils. The strengths of different stabilized soils were compared based on the new index and the comprehensive results were analyzed to demonstrate the efficacy of the new index. The findings indicate that the new index is an appropriate design parameter for soil-lime, soil-cement, and geopolymerized soil mixtures; moreover, the water content was identified to have no effect on the splitting tensile strength to compressive strength ratio. The results of this study provide valuable insights on the optimization of stabilized soils and development of improved soil stabilization processes.