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Unconfined Compressive Strength and Micro-Structure Properties of CSG Materials Due to Specimen Size

시료 크기에 따른 CSG재료의 압축강도 및 미세 구조 특성

  • 김영익 (충남대학교 지역환경토목학과) ;
  • 김용성 (강원대학교 지역건설공학과)
  • Received : 2010.07.02
  • Accepted : 2010.07.23
  • Published : 2010.07.31

Abstract

The purpose of this study is to provide basic data for utilization in environment-friendly and economically outstanding CSG construction method by physical and mechanical properties of CSG materials including characteristics of uniaxial compressive strength, microscopic structure and freezing and thawing resistance in accordance with the cement content and curing time of the cement, and size of specimen. In this study, specimens with cement content of 4, 6, 8 and 10% of the total weight were, and, in order to examine the characteristics of the sizes of specimen, specimens with ${\Phi}50{\times}100mm$, ${\Phi}100{\times}200mm$ and ${\Phi}150{\times}300mm$ were manufactured to assess the features including compressive strength, microscopic structure, freezing and thawing, and degree of wet-dry. As results, it was found that with greater size specimen or contents of cement in the specimen, compressive strength, freezing and thawing resistance, and wet-dry resistance increase. Moreover, reactive products for each size of specimen were examined and it was possible to verify that some typical needle structured ettringite was generated due to blending of cement through microscopic structure analysis such as SEM and EDS analysis.

Keywords

References

  1. Airey, D. W., 1993. Triaxial testing on naturally cemented carbonate soil. Journal of Geotechnical Engineering Division, ASCE 119(11): 1379-1398. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:9(1379)
  2. Bae, K. U., 2006. Laboratory and in-situ mix designs for applications of the CSG method. Thesis for the Degree of Master, Chungnam National University (in Korean).
  3. Bressani, L. A. and P. R. Vaughan, 1989. Damage to soil during triaxial testing. Proc. of the 12th Int. Conf. on Soil Mech. and Found. Engrg., Rotterdam, The Netherlands, 17-20.
  4. Catton M. D., 1959. Farly soil-cement research and development. J. of the High-way Div., ASCE 1-15.
  5. Chae, K. I., M. N. Kwon, S. H. Lee and H. S. Nam, 2003. Permeability of soil-bentonite mixtures. Journal of the Korea Society of Agricultural Engineers 45(1): 55-62 (in Korean).
  6. Chang, T. and R. D. Woods, 1992. Effect of particle contact bond on shear modulus. J. Geotech. Eng., ASCE 188(8): 1216-1233.
  7. Cho, J. G., 1974. A study on the physical characteristics of soil-cement. Journal of the Korea Society of Agricultural Engineers 16(3): 3533-3538 (in Korean).
  8. Clough, W. G., W. M. Kuck and G. Kasali, 1979. Silicate-stabilized sands. J. Geotech. Eng. Div., ASCE 105(1): 65-82.
  9. Do, D. H., 1980. Improvement of soil-cement with additives. Journal of the Korea Society of Agricultural Engineers 21(1): 63-77 (in Korean).
  10. Gens, A. and R. Nova, 1993. Conceptual bases for a constitutive model for bonded soils and weak rocks. In Geotechnical engineering of hard soils-soft rocks, 485-494.
  11. Han, J. M. and Y. M. Oh, 2007. Hydraulic characteristics of water affinity sea-wall block. Journal of Korean Society of Coastal and Ocean Engineers 19(2): 179-182 (in Korean).
  12. Hou, Y. J., Z. P., Xu, and J. H., Liang, 2004. Centrifuge modelling of cutoff wall for CFRD built in deep overburden. In Proc. of Int. Conf. of Hydropower, 86-92. Yichan, China.
  13. Kellsen, K. O., 1996. Heat Curing and post-heat curing regimes of high-performance concrete: influence on microstructure and C-S-H composition. Cement and Concrete Research 26(2): 295-307. https://doi.org/10.1016/0008-8846(95)00202-2
  14. Kim, J. Y. and Y. M. Kang, 1975. A study on the effects of molding water content and cement content on unconfined compressive strength of soil cement mixtures. Journal of the Korea Society of Agricultural Engineers 17(1): 3685-3701 (in Korean).
  15. Kim, K. Y., H. G. Park and J. S. Jeon, 2005. Strength characteristics of cemented sand and gravel. Journal of the Korean Geotechnical Society 21(10): 61-71 (in Korean).
  16. Kim, S. C. and S. H. Lee, 2005. Strength characteristics of cement-mixed soil, Journal of the Korea Society of Agricultural Engineers 47(3): 49-56 (in Korean). https://doi.org/10.5389/KSAE.2005.47.3.049
  17. Kong, K. Y., H. T. Kim, J. K. Ro and B. M. Hong, 2001. Study on the mechanical properties of low mix soil-cement. Journal of the Korea Society of Agricultural Engineers 43(6): 127-134 (in Korean).
  18. Reddy, K. R. and S. K. Saxena, 1992. Constitutive modelling of cemented sand. Mech. of Mat. 14(2): 155-178. https://doi.org/10.1016/0167-6636(92)90012-3
  19. Suh, W. M. and C. K. Koh, 1978. A study on the effects of molding pressure on the compressive strength and durability of soil-cement mixture. Journal of the Korea Society of Agricultural Engineers 20(1): 4575-4591 (in Korean).
  20. Tashio, H., F. Tadahiko, K. Hideaki and S. Takashi, 2003. Design concept of trapezoid-shaped CSG dam. Roller Compacted Concrete Dams, Ed., Berga et al., 457-464.
  21. Watanabe, K., M. Tateyama, G. L. Jiang, F. Tatsuoka and T. N. Lohan, 2003. Strength charateristics of cement mixed gravel evaluated by large triaxial compression test. Proc. 3rd Int. Symp. on Deformation Characteristics of Geomaterials. Di, B. ed., Lyon: 683-693.
  22. Yeon, K. S., Y. I. Kim, S. H. Hyun and Y. S. Kim, 2010. Compressive strength properties and freezing and thawing resistance of CSG materials. Journal of the Korea Society of Agricultural Engineers 52(1): 51-59 (in Korean). https://doi.org/10.5389/KSAE.2010.52.1.051
  23. Youn, J. N., C. Y. Sung and Y. I. Kim, 2009. Physical and mechanical properties of porous concrete using waste activated carbon. Journal of the Korea Society of Agricultural Engineers 51(2): 21-27 (in Korean). https://doi.org/10.5389/KSAE.2009.51.4.021

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