EXPERIMENTAL CHARACTERIZATION OF JET GROUT USING DIGITAL IMAGE CORRELATION TECHNIQUE

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.2.216,  pp. 281-287)

 

АУТОР(И) / AUTHOR(S): Ksenija Kavarić, Marko Popović , Aleksandar Savić , Sanja Jocković , Milena Raković

Download Full Pdf   

DOI:  10.46793/ACUUS2025.2.2.216

САЖЕТАК / ABSTRACT:

Jet grouting is a well-established and versatile ground improvement technique widely used to enhance the mechanical performance of weak or heterogeneous soils. It has proven effective across diverse soil conditions, motivating further experimental and parametric characterization. While sustainability goals have encouraged the use of eco-friendly additives, cement-based mixtures remain predominant due to their adaptability and reliable performance. Despite its widespread application, the mechanical behavior and failure mechanisms of in-situ jet grout columns have received limited experimental investigation, especially under uniaxial loading. This study explores the potential of Digital Image Correlation (DIC) as an advanced, non-contact optical technique for measurement of full-field displacements and strains on the surface of an object and fracture behavior during mechanical testing. Although DIC is more or less regularly used for concrete, natural rock, and composites, its application to jet grouting materials is rarely reported. Core samples were obtained from an active construction site, specifically from a coarse-grained soil layer, and were subjected to laboratory testing to evaluate key mechanical parameters such as: compressive strength, stiffness, and stiffness-to-strength ratios. The experimental approach aims to assess material variability and evaluate the relevance of standard modulus-based design parameters. The findings contribute to a deeper understanding of jet grout behavior and demonstrate the value of DIC as a complementary method for the performance assessment and design verification of jet grouted systems in coarse-grained soils. 

КЉУЧНЕ РЕЧИ / KEYWORDS:

jet grout, digital image correlation, uniaxial strength, modulus

ПРОЈЕКАТ / ACKNOWLEDGEMENT:

This investigation is financially supported by the Ministry of Science, Technological Development and Innovation of the Republic of Serbia under Contract No.: 200092.

ЛИТЕРАТУРА / REFERENCES:

  • Croce, P., Flora, A., & Modoni, G. (2014). Jet grouting. Technology, Design and Control. NW: SRS Press Taylor & Francis Group, 9.
  • Nicholson, P. G. (2015). Soil improvement and ground modification methods. Butterworth-Heinemann.
  • Tinoco, J., Correia, A. G., & Cortez, P. (2011). Application of data mining techniques in the estimation of the uniaxial compressive strength of jet grouting columns over time. Construction and Building Materials, 25(3), 1257-1262.
  • Toraldo, C., Modoni, G., Ochmański, M., & Croce, P. (2018). The characteristic strength of jet-grouted material. Geotechnique, 68(3), 262-279.
  • Wang, Z. F., Shen, S. L., Ho, C. E., & Kim, Y. H. (2013). Jet grouting practice: an overview. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 44(4), 88-96.
  • Akin, M. K. (2016). Experimental studies on the physico-mechanical properties of jet-grout columns in sandy and silty soils. Journal of African Earth Sciences, 116, 190-197.
  • Croce, P., & Flora, A. (2000). Analysis of single-fluid jet grouting. Géotechnique, 50(6), 739-748.
  • Correia, A. G., Valente, T., Tinoco, J., Falcão, J., Barata, J., Cebola, D., & Coelho, S. (2009). Evaluation of mechanical properties of jet-grouting columns using different test methods. In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering (Volumes 1, 2, 3 and 4) (pp. 2169-2171). IOS Press.
  • Loh, T.B., Yutong Wu, Goh S.H., Kong K.H., Goh K.L., Chong J.J. (2022), Determination of Static Modulus of Elasticity of Concrete in Compression using Digital Image Correlation (DIC) Method, 16th International Conference on Advances in Experimental Mechanics, 213-215.
  • Zhang H., Pan Q., Zheng K., Jin C., Pan L. (2022) Mesoscale Study on Splitting Tensile Damage Characteristics of Concrete Based on X-ray Computed Tomography and Digital Image Correlation Technology, Materials 2022, 15(13), 4416;
  • Abdulqader A., Rizos D.C. (2020) Advantages of using digital image correlation techniques in uniaxial compression tests, Results in Engineering 6, June 2020, 100109
  • Lingga B.A., Derek B.A., Sepehri M., Yuanvuan P. (2019) Assessment of digital image correlation method in determining large scale cemented rockfill strains, International Journal of Mining Science and Technology 29 (5) (2019) 771-776.
  • Geomehanika DOO (2023), Geotechnical study for the realization of the International specialized exhibition EXPO Belgrade 2027, with accompanying contents – the entire National Football Stadium (NFS) – Phase 1. 23-09/67.
  • Croce, P., Gajo, A., Mongiovì, L., & Zaninetti, A. (1994). Una verifica sperimentale degli effetti della gettiniezione. Rivista Italiana di Geotecnica, 28(2), 91-101.
  • Mongiovì, L., Croce, P., & Zaninetti, A. (1991). Analisi sperimentale di un intervento di consolidamento mediante gettiniezione. II Convegno Nazionale dei Ricercatori del Gruppo di Coordinamento degli Studi di Ingegneria Geotecnica del CNR, 101-118.