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Strength Characteristics of Cement-Mixed Soil

시멘트 혼합토의 강도 특성

  • Published : 2005.05.01

Abstract

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.

Keywords

References

  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)
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  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
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  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)

Cited by

  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