1 |
ACI Committee 229 (2005), Controlled low strength materials (CLSM), American Concrete Insitute, 229R-2, pp. 1-12.
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2 |
ASTM D 6103 (2004), Standard test method for flow consistency of controlled low strength material (CLSM), West conshohocken, PA, pp. 1-3.
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3 |
Japan Civil Engineering Research Institute (2007), Technical Notes of Fluidization Surplus Soil.
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4 |
Kang, S. H., Ryu, Y. S. and Han, J. G. (2019), "Tunnel filling method using rapid hardening high flow CLSM (Controlled Low Strength Material)", Magazine of the Korea Concrete Institute, Vol. 31, No. 5, pp. 48-56 (In Korean).
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5 |
Koh, T. H., Lee, S. G., Shin, M. H., Kim, B. S., Lee, J. K. and Lee, T. Y. (2010), "Evaluation for contents of contaminants and leaching characteristics of bottom ash", Journal of the Korean Geo-Environmental Society, Vol. 11, No. 6, pp. 77-83 (In Korean).
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6 |
Lin, D. F., Luo, H. L., Wang, H. Y. and Hung, M. J. (2007), "Successful application of CLSM on a weak pavement base/ subgrade for heavy truck traffic", Jounal of Performance of Constructed Facilities, Vol. 21, No. 1, pp. 70-77.
DOI
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7 |
Oh, S. W., Kim, H. S., Bang, S. T. and JO, H. D. (2016), "Evaluation on the effect of soil pavement mixsing friendlysoil binder", Annual Conference of Korean Geo-Environmental Society, Vol. 17, No. 3, pp. 18-25 (In Korean).
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8 |
Park, G. H., Kim, T. Y., Lee, Y. S. and Lee, B. J. (2019a), "Engineering characteristics of CLSM using bottom ash and ecofriendly soil binder", Journal of the Korean Geo-Environmental Society, Vol. 20, No. 5, pp. 23-29 (In Korea).
DOI
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9 |
Park, J. J., Lee, I. H., Shin, E. C. and Hong, G. W. (2019b), "A study on unconfined compressive strength of CLSM with paper sludge ash", Jornal of Korean Geosynthetics Society, Vol. 18, No. 4, pp. 253-262 (In Korea).
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