Soil-Lime and Additives Stabilization

석회와 여러 첨가제에 의한 토질안정처리

  • 민덕기 (울산대학교 토목환경공학부) ;
  • 황광모 (울산대학교 토목공학과) ;
  • 박근호 (울산대학교 토목공학과)
  • Published : 2000.11.01

Abstract

Weak and soft compressible clay deposits are commonly found in natural subgrade soils. These Soils need to be stabilized for using the subbase materials of highway constructions. This paper presents that a chemical treatment using chemical additives comprised of sulfate(SO$_4$) and chloride(Cl) is evaluated for stabilizing soft clay deposits and lime. The physical and mechanical characteristics of soil-lime and additives are described by means of a laboratory study. The study results indicate that the presence of chlorides encouraged the efficiency of lime stabilization, and the use of calcium chloride with quicklime is the best additive for improving soil behavior. The treated soil with lime-calcium chloride can have the adaptability to the subbase materials of highway constructions.

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