Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites

Abstract

Recovery of field samples provides unique information about the strength and the long-term functionality of deep stabilized soil in actual transportation infrastructures. This paper presents the results of uniaxial compressive tests for the stabilized field samples of two railway sites and one street site located in Finland. Based on the research findings, there is considerable variation in the shear strength of the field samples, with coefficients of variation (COV) ranging from 0.12 to 0.61. However, the average strengths across all sites achieved their target values set during design. The results demonstrate a significant increase in strength over time, especially at the older research sites. In a railway site where deep stabilization was performed 3.5 years ago, the average shear strength of the stabilization was 797 kPa, which is more than seven times greater than the target strength for the stabilized columns. The relationships between shear strength and deformation ratios for the columns and soil surrounding the columns exceed the assumed ratio values presented in the guidelines of Finnish Transport Infrastructure Agency (FTIA), which present a value of less than 20 for completed stabilization. Based on the results of all sites, the deformation ratio between columns and clay was found to be as much as 101. This result implies that the stress concentrates more on the columns than assumed in the FTIA’s guidelines. Nevertheless, the structures have performed well without any visible differences in settlement or other damages.