Discussion:Chen et al. presented the findings of four SEM image analyses and four unconfined compression tests on reconstituted stabilized clayey silt samples to study the influence of three admixtures on particle/pore size and strength of cement-stabilized organic-rich soils.They concluded that admixtures inhibit ''any reaction between the organic matters'' and cement. They also postulated that a 0.01 unit decrease in the 'fractal dimension' and a 3-8μm increase in a grain's diameter (20-30 % of the total population) upon addition of admixtures to the soil-cement confirms the ''deficiency of cement in reinforcing the soft soil with high organic content and acceleration of the increase in the strength of the cementstabilized soils''. Unfortunately Chen and his co-authors gave few or no details of their test material properties (void ratio, density, saturation ratio), test procedures (sample preparation, SEM sample preparation, SEM imaging process, SEM image analysis), and interpretations (fractal dimension derivation, and how the fractal dimension is an indication of stabilization efficiency). Could they, therefore, explain a number of less clear issues? The test material appears to contain 70 % silt and 30 % kaolinite-dominant clay at a natural water content of 60 %.