Abstract
We are grateful for the insightful contributions by the discussers. This closure addresses their observations, with emphasis on the transition from coarse-controlled to fines-controlled behavior, the critical fines fraction in view of seepage-induced internal instability , and related observations relevant to the revised soil classification system (RSCS). Transition from Coarse-Controlled to Fines-Controlled Behavior We carefully reviewed the work by Gutierrez (2005); however, we failed to confirm results in Dallo's discussion. Nevertheless, we take this opportunity to provide further evidence in support of the transition boundaries adopted in the RSCS. The volumetric-gravimetric analysis for coarse-fine mixtures leads to the low-threshold fines fraction F F j L and the high-threshold fines fraction F F j H in terms of densely and loosely packed grains [from Eq. (1) in the original paper] F F L ¼ e min C
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CITATION STYLE
Park, J., Castro, G. M., & Carlos Santamarina, J. (2018). Closure to “Revised Soil Classification System for Coarse-Fine Mixtures” by Junghee Park and J. Carlos Santamarina. Journal of Geotechnical and Geoenvironmental Engineering, 144(8). https://doi.org/10.1061/(asce)gt.1943-5606.0001908
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