All Issue

2016 Vol.15, Issue 4
30 December 2016. pp. 1-8
Abstract
References
1
Kim, Y. T. (2005), “Axisymmetric Nonlinear Consolidation Analysis for Drainage-installed Deposit Considering Secondary Compression”, Journal of Korea Geotechnical Society, Vol.21, No.3, pp.133-140.
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Shin, E, C., Oh Y. I. and Kim S. H. (1996), “Development of technology soft ground improvement method using waste lime”, Proceeding of Korean Society of Civil Engineers, pp.487-490.
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Bjerrum, “Engineering geology of Norwegian normally con-solidated marine clays as related to settlements of building”, Geotechnique, Vol.17, No.2, pp.81-118.
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Hansbo, S. (1981), “Consolidation of fine-grained soils by prefabricated drains”, Proc.10th International Conference Soil Mechanics Eng. Stockholm, Vol.3, paper 12/22.
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Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F. and  Poulos, H. G. (1977), “Stress-deformation and strength characteristics”, General report, Proceedings, 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo. Vol.2, pp.421-494.
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Mesri, G. (1973), “Coeffieient of secondary compression” ASCE, Journal of Soil Mechanics and Foundation Division, Vol.90, N0.SM5, pp.133-156.
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Mesri, G. and Choi, Y. K. (1985). “Settlement analysis of embankments on soft clays”, ASCE, Journal of Geotechnical Engineering
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Mesri, G. and Choi, Y. K. (1985). “The uniqueness of end-of primary(EOP) void ration effective stress relationship”, Proceedings, 11th International Confercnce on Soil Mechanics and Foundation Engineering, San Francisco, Vol.2, pp.587-590.
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Skempton, A. W. and Bjerrum, L. (1957), “A contribution to the settlement analysis of foundation on clay”, Geothechnique, Vol.7, pp.168-178.
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Information
  • Publisher :Korean Geosythetics Society
  • Publisher(Ko) :한국지반신소재학회
  • Journal Title :Journal of the Korean Geosynthetics Society
  • Journal Title(Ko) :한국지반신소재학회 논문집
  • Volume : 15
  • No :4
  • Pages :1-8
  • Received Date : 2016-07-22
  • Revised Date : 2016-11-01
  • Accepted Date : 2016-11-10