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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.36 no.11, 2020년, pp.97 - 106
이지환 (고려대학교 건축사회환경공학부) , 윤보영 (고려대학교 건축사회환경공학부) , 추현욱 (경희대학교 사회기반시스템공학과) , 이우진 (고려대학교 건축사회환경공학부) , 이창호 (전남대학교 토목공학과)
Swelling properties and shear strength behavior of MgO-Sand mixtures with hydration procese of MgO are compared according to different MgO contents (WMgO/WTotal=0, 30, 50, 70, 100%) in this study. The specimens are prepared by mixing with crushed MgO refractory bricks and silica sand. After hydratio...
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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.
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.
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.
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.
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.
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.
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.
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.
Skempton, A. W. (1985), "Residual Strength of Clays in Landslides, Folded Strata and the Laboratory", Geotechnique, Vol.35, No.1, pp.3-18.
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.
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.
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.
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.
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