JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2023-10
(Vol.35 No.5)
10.4334/JKCI.2023.35.5.553
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REF
References
1
ACI Committee 229 (2005) Controlled Low-Strength Materials (ACI 229R-05). Farmington Hills, MI: American Concrete Institute (ACI).
2
ASTM D 4832 (2002) Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders. West Conshohocken, PA: ASTM International.
3
ASTM D 6103 (2004) Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM). West Conshohocken, PA: ASTM International.
4
Green, B. H., and Schmitz, D. W. (2004) Soil-Based Controlled Low Strength Materials. Journal of Environmental & Engineering Geoscience 10(2), 169-174.
5
Han, C. G., Shin, B. C., Kim, G. C., and Lee, S. T. (2001) Strength and Absorption Properties of Cement Mortar Produced with Various Content of Sludge Powder at Mines. Journal of the Korea Concrete Institute 13(6), 561-567. (In Korean)
6
KATS (2016) Standard Method of Classification of Soils for Engineering Purposes (KS F 2324). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)
7
KATS (2018) Standard Test Method for Bleeding and Expansion Ratios of Grouting Mortar (KS F 2433). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)
8
Kim, J. D., Lee, B. S., and Lee, K. H. (2007) Mechanical Properties of Controlled Low Strength Materials with Marine Dredged Soil. Journal of the Korean Society of Hazard Mitigation 7(2), 35-44. (In Korean)
9
Kim, M. J., Lee, J. J., Lee, S. H., Kim, S. B., and Kim, C. J. (2013) Development of Flowable Backfill Material Using Waste Oyster Shell, Coal Ash, and Surplus Soil. Journal of Clean Technology 19(4), 423-429. (In Korean)
10
Kim, Y. W., Lee, B. C., and Jung, S. H. (2019) Field Applicability Assessment of Controlled Low Strength Material for Sewer Pipe Using Excavated Soil. Journal of the Korean Recycled Construction Resources Institute 7(4), 349-357. (In Korean)
11
Kiyomasa, D., Hiroyuki, S., Youichi, K., and Tsuneo, H. (2013) Technical GUIDE for Using the Construction Site Soil. 4th Ed, Japan.
12
Le, D. H., and Nguyen, K. H. (2016) An Assessment of Eco- Friendly Controlled Low-Strength Material. Sustainable Development of Civil, Urban and Transportation Engineering Conference 142, 260-267.
13
Lee, J., Kim, Y. W., Lee, B. C., and Jung, S. H. (2018) Engineering Properties of Controlled Low Strength Material for Sewer Pipe by Standard Soil Classification. Journal of the Korean Recycled Construction Resources Institute 6(3), 182- 189. (In Korean)
14
Lee, P. K., Youm, S. J., and Kang, M. J. (2010) Environmental Contamination and Best Management of Stone-Dust from Quarry Mine. Economic and Environmental Geology 43(4), 315-332. (In Korean)
15
Nam, S. H., Chae, H. Y., and Chun, B. S. (2011) The Study of Deformation Characteristics into Landfill and Underground Pipe Using CLSM. Journal of the Korean Geoenvironmental Society 12(9), 27-33. (In Korean)
16
TMGBC (2009a) Quality Standard for Liquidated Land Treated. Tokyo, Japan: Tokyo Metropolitan Government Bureau of Construction (TMGBC). (In Japanese)
17
TMGBC (2009b) Sewerage Unspread Elimination Technology Usage Guide. Tokyo, Japan: Tokyo Metropolitan Government Bureau of Construction (TMGBC). (In Japanese)
18
Yoon, H. S., Yang, K. H., Kim, D. B., and Lee, D. S. (2023) Effect of Ferronickel Slag Powder Content on the Compressive Strength Development of Aerated Filler Concrete. Journal of the Korea Concrete Institute 35(4), 379-388. (In Korean)