참고문헌
- Al-Homoud, A., Basma, A., Husein Malkawi, A., and Al Bashabsheh, M. (1995), "Cyclic Swelling behavior of Clays", Journal of geotechnical engineering, Vol.121, No.7, pp.562-565. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:7(562)
- Amaral, L., Oliveira, I., Salomao, R., Frollini, E., and Pandolfelli, V. (2010), "Temperature and Common-ion Effect on Magnesium Oxide (MgO) Hydration", Ceramics International, Vol.36, No.3, pp.1047-1054. https://doi.org/10.1016/j.ceramint.2009.12.009
- Aphane, M. E. (2007), "The hydration of magnesium oxide with different reactivities by water and magnesium acetate", Master Thesis, University of South Africa.
- ASTM-D2488 (2017), "Standard Practice for Description and Identification of Soils (Visual-Manual Procedures)", Annual Book of ASTM Standards, ASTM.
- ASTM-D3080/D3080M (2011), "Standard test method for direct shear test of soils under consolidated drained conditions", Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
- ASTM-D4318 (2017), "Standard test methods for liquid limit, plastic limit, and plasticity index of soils", Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
- ASTM-D5321 (2020), "Standard test method for determining the shear strength of soil-geosynthetic and geosynthetic-geosynthetic interfaces by direct shear", Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
- ASTM-D6913 (2004), "Standard test methods for particle size distribution (gradation) of soils using sieve analysis", Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
- ASTM-D7928 (2016), "Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis", Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
- Bayoglu, E. (1995), "Shear strength and compressibility behavior of sand-clay mixtures", M.S. Thesis, Middle East Technical University, Turkey.
- BS1377 (1990), "Methods of test for soils for civil engineering purposes", British Standards Institution, Milton Keynes, UK.
- Chen, F. (1975), "Foundations on Expansive Soils, Elsevier Scientific Publication Company".
- Chen, F. H. (1975), Foundations on Expansive Soils, Elsevier Scientific Publishing Company.
- Chen, F. H. (2012), Foundations on expansive soils, Elsevier.
- Fredlund, D., Huang, S., Clifton, A., Wang, Q., Barbour, S., Ke, Z., and Fan, W., "Matric suction and deformation monitoring at an expansive soil site in southern China", Proc., Proceedings of International Conference on Unsaturated Soils. Rotterdam, Netherlands: AA Balkema, 835-862.
- Geiseler, J. (1996), "Use of steelworks slag in Europe", Waste management, Vol.16, No.1-3, pp.59-63. https://doi.org/10.1016/S0956-053X(96)00070-0
- Kenney (1977), "Residual strengths of mineral mixtures", Dept. of Civil Engineering, Univ. of Toronto, Toronto.
- Konishi, Y., H., M., and Ito, S. (2007), "Compression and Undrained Shear Characteristics of Sand-fines Mixtures with Various Plasticity", J. Geotech. Geoenviron. Eng, Vol.63, No.4, pp.1142-1152.
- Kurata, S. and Fujishita, T. (1961), "Research on the engineering properties of sand-clay mixtures", Rep. Port Harbour Res. Inst, 389-424.
- Lade, P. V., Liggio, C., and Yamamuro, J. A. (1998), "Effects of Non-plastic Fines on Minimum and Maximum Void Ratios of Sand", Geotechnical testing journal, 21, pp.336-347. https://doi.org/10.1520/GTJ11373J
- Lupinl, J., Skinner, A., and Vaughan, P. (2009), "The drained residual strength of cohesive soils", Selected papers on geotechnical engineering by PR Vaughan, Thomas Telford Publishing, pp.88-120.
- Matabola, K. P., van der Merwe, E. M., Strydom, C. A., and Labuschagne, F. J. (2010), "The Influence of Hydrating Agents on the Hydration of Industrial Magnesium Oxide", Journal of Chemical Technology & Biotechnology, Vol.85, No.12, pp.1569-1574. https://doi.org/10.1002/jctb.2467
- Miller, E. A. and Sowers, G. F. (1958), "The strength characteristics of soil-aggregate mixtures & discussion", Highway research board bulletin (183).
- Nelson, J. and Miller, D. J. (1997), Expansive soils: problems and practice in foundation and pavement engineering, John Wiley & Sons.
- Nelson, J. D., Chao, K. C., Overton, D. D., and Nelson, E. J. (2015), Foundation Engineering for Expansive Soils, Wiley.
- Park, J. and Santamarina, J. C. (2017), "Revised Soil Classification System for Coarse-fine Mixtures", Journal of Geotechnical and Geoenvironmental Engineering, Vol.143, No.8, pp.04017039. https://doi.org/10.1061/(asce)gt.1943-5606.0001705
- Phanikumar, B., Sharma, R. S., Rao, A. S., and Madhav, M. (2004), "Granular Pile Anchor Foundation (GPAF) System for Improving the Engineering behavior of Expansive Clay Beds", Geotechnical Testing Journal, Vol.27, No.3, pp.279-287.
- Rohde, L., Peres Nunez, W., and Augusto Pereira Ceratti, J. (2003), "Electric Arc Furnace Steel Slag: Base Material for Low-volume Roads", Transportation research record, Vol.1819, No.1, pp.201-207. https://doi.org/10.3141/1819b-26
- Sharma, D., Jain, M. P., Jain, G. S., Mohan, D., and Prakash, C. (1978), Hand book on underreamed and bored compaction pile foundations, Roorkee, Ind. : G.S. Jain.
- Simpson, D. and Evans, T. (2016), "Behavioral Thresholds in Mixtures of Sand and Kaolinite Clay", Journal of Geotechnical and Geoenvironmental Engineering, Vol.142, No.2, pp.04015073. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001391
- Skempton, A. W. (1985), "Residual Strength of Clays in Landslides, Folded Strata and the Laboratory", Geotechnique, Vol.35, No.1, pp.3-18. https://doi.org/10.1680/geot.1985.35.1.3
- Son, G., Kim, J., Kim, S., Hong, G., and Lee, H. (2002), "철강용 폐내화물의 재활용", Ceramist, Vol.5, No.5, pp.35-42.
- Takano, Y., Nakagawa, M., Tsutsumi, N., Shinozaki, H., Kiso, E., and Hirashima, Y. (2015), "Explanation About the Development Process, Several Unique Characteristics and Application Examples on Steel Slag Hydrated Matrix (SSHM)", Nippon Steel & Sumitomo Metal Technical Report 109.
- Tembe, S., Lockner, D. A., and Wong, T. F. (2010), "Effect of Clay Content and Mineralogy on Frictional Sliding behavior of Simulated Gouges: Binary and Ternary Mixtures of Quartz, Illite, and Montmorillonite", Journal of Geophysical Research: Solid Earth, 115(B3).
- Tiwari, B. and Marui, H. (2005), "A New Method for the Correlation of Residual Shear Strength of the Soil with Mineralogical Composition", Journal of Geotechnical and Geoenvironmental Engineering, Vol.131, No.9, pp.1139-1150. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1139)
- Ueda, T., Matsushima, T., and Yamada, Y. (2011), "Effect of Particle Size Ratio and Volume Fraction on Shear Strength of Binary Granular Mixture", Granular Matter, Vol.13, No.6, pp.731-742. https://doi.org/10.1007/s10035-011-0292-1
- Vallejo, L. E. (2001), "Interpretation of the Limits in Shear Strength in Binary Granular Mixtures", Canadian Geotechnical Journal, Vol.38, No.5, pp.1097-1104. https://doi.org/10.1139/t01-029
- Yildirim, I. Z. and Prezzi, M. (2009), "Use of Steel Slag in Subgrade Applications", FHWA/IN/JTRP-2009/32, Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana.