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May 29, 2018

Closure to “Revised Soil Classification System for Coarse-Fine Mixtures” by Junghee Park and J. Carlos Santamarina

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 8
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References

Åberg, B. 1993. “Washout of grains from filtered sand and gravel materials.” J. Geotech. Eng. 119 (1): 36–53. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(36).
Burenkova, V. V. 1993. “Assessment of suffusion in non-cohesive and graded soils.” In Filters in geotechnical and hydraulic engineering, 357–360. Rotterdam, Netherlands: A.A. Balkema.
Chapuis, R. P., A. Contant, and K. A. Baass. 1996. “Migration of fines in 0-20 mm crushed base during placement, compaction, and seepage under laboratory conditions.” Can. Geotech. J. 33 (1): 168–176. https://doi.org/10.1139/t96-032.
Choo, H., and S. E. Burns. 2015. “Shear wave velocity of granular mixtures of silica particles as a function of finer fraction, size ratios and void ratios.” Granular Matter 17 (5): 567–578. https://doi.org/10.1007/s10035-015-0580-2.
EGEL (Energy GeoEngineering Laboratory). 2017. “Revised soil classification system (RSCS).” Accessed March 14, 2018. https://egel.kaust.edu.sa/Pages/Tools-Procedures.aspx.
Fuggle, A. R., M. M. Roozbahani, and J. D. Frost. 2014. “Size effects on the void ratio of loosely packed binary particle mixtures.” In Geo-Congress 2014: Geo-Characterization and Modeling for Sustainability, 129–138. Reston, VA: ASCE.
Fuller, W. B., and S. E. Thompson. 1907. “The law of proportioning concrete.” Trans. Am. Soc. Civil Eng. 59 (2): 67–143.
Gutierrez, M. 2005 “Mixture theory characterization and modeling of soil mixtures.” In First Japan-US Workshop on Testing, Modeling, and Simulation, 600–616. Reston, VA: ASCE.
Kang, M., and J. S. Lee. 2015. “Evaluation of the freezing-thawing effect in sand-silt mixtures using elastic waves and electrical resistivity.” Cold Reg. Sci. Technol. 113: 1–11. https://doi.org/10.1016/j.coldregions.2015.02.004.
Kenney, T. C., and D. Lau. 1985. “Internal stability of granular filters.” Can. Geotech. J. 22 (2): 215–225. https://doi.org/10.1139/t85-029.
Kenney, T. C., D. Lau, and G. Clute. 1984. Filter tests on 235mm diameter specimens of granular materials. Toronto: Dept. of Civil Engineering, Univ. of Toronto.
Lade, P. V., and J. A. Yamamuro. 1997. “Effects of nonplastic fines on static liquefaction of sands.” Can. Geotech. J. 34 (6): 918–928. https://doi.org/10.1139/t97-052.
Lafleur, J., J. Mlynarek, and A. L. Rollin. 1989. “Filtration of broadly graded cohesionless soils.” J. Geotech. Eng. 115 (12): 1747–1768. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:12(1747).
Li, M. 2008. “Seepage induced instability in widely graded soils.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of British Columbia.
Moffat, R., R. J. Fannin, and S. J. Garner. 2011. “Spatial and temporal progression of internal erosion in cohesionless soil.” Can. Geotech. J. 48 (3): 399–412. https://doi.org/10.1139/T10-071.
Payan, M., K. Senetakis, A. Khoshghalb, and N. Khalili. 2017. “Effect of gradation and particle shape on small-strain Young’s modulus and Poisson’s ratio of sands.” Int. J. Geomech. 17 (5): 04016120. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000811.
Skempton, A. W., and J. M. Brogan. 1994. “Experiments on piping in sandy gravels.” Geotechnique 44 (3): 449–460. https://doi.org/10.1680/geot.1994.44.3.449.
Sun, B. C. 1989. “Internal stability of clayey to silty sands.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Michigan.
Wan, C. F., and R. Fell. 2004. “Experimental investigation of internal instability of soils in embankment dams and their foundations.” UNICIV Rep. No. R-429. Sydney, Australia: Univ. of New South Wales.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 8August 2018

History

Received: Nov 15, 2017
Accepted: Jan 18, 2018
Published online: May 29, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 29, 2018

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Junghee Park [email protected]
Postdoctoral Fellow, Earth Science and Engineering, King Abdullah Univ. of Science and Technology, Thuwal 23955-6900, Saudi Arabia (corresponding author). Email: [email protected]
Gloria M. Castro
Ph.D. Student, Earth Science and Engineering, King Abdullah Univ. of Science and Technology, Thuwal 23955-6900, Saudi Arabia.
J. Carlos Santamarina, A.M.ASCE
Professor, Earth Science and Engineering, King Abdullah Univ. of Science and Technology, Thuwal 23955-6900, Saudi Arabia.

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