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시멘트 혼합토의 강도 특성

Strength Characteristics of Cement-Mixed Soil

  • 발행 : 2005.05.01

초록

This study was conducted by the tests of materials engineering and soil mechanics to see the strength characteristics of the ‘Cement-Mixed Soil'. To sum up my experiments, I would like to present the results which are the theoretical base and fundamental data to establish the standard design including the design of mixing proportions of the soil as a construction material. In conclusion, in this study the optimum cement mixing ratio is $9\%$ and in this ratio the optimum moisture content of compaction work is $19.3\%$ from the analysis of the strength characteristics, as well as in consideration of the economic profits and nature familiar facts.

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참고문헌

  1. Chun Byung Sik, Park Heung Gyu, 1989, Deformation Characteristics of Soil-Cement mixtures under repeated load, Journal of the KSCE 9(3), 125-131. (in Korean)
  2. Circeo, L.T., 1962, Strength Maturity relations of soil-cement Mixtures, Highway Research Board Bulletin 353, 84-96
  3. Felt, E.J., 1955, Factors Influencing some of the physical properties of soil cement mixtures, Highway Research Board Bulletin 108, 138-162
  4. Herzog, A. 1963, Reaction accompanying stabilization of clay with cement, Highway Research Record Bulletin 36, 146-150
  5. Kim Jae Young, Kang Yea Mook, 1975, A study on the effects of molding water content and cement content on unconfined compressive strength of soil cement mixtures, Journal of the Korean Society of Agricultural Engineers 17 (1), 59-75. (in Korean)
  6. Kim Jae Young, 1976, The effect of grain size distribution of soils on unconfined compressive strength of soil cement and lime soil mixtures, Journal of the KSCE 24 (4), 93-99. (in Korean)
  7. Yur Jae Ho, Kwon Moo Nam, Goo Jung Min, Kim Hyun Ki, 2000, Strength Properties of lime-clay mixtures, Agricultural Research Bulletin of Kyungpook National University 18, 61-69. (in Korean)

피인용 문헌

  1. Analysis of Strength Characteristic for Bottom Ash Mixtures as Mixing Ratio and Curing Methods vol.55, pp.3, 2013, https://doi.org/10.5389/KSAE.2013.55.3.129