Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
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The Effects of Embankment Condition of Subgrade on Compaction.

노상 성토조건에 의한 다짐영향

  • 노한성 (한국도로공사 도로연구소 지반연구그룹) ;
  • 김태수 (한국도로공사 도로연구소 지반연구그룹) ;
  • 최영철 (한국도로공사 도로연구소 지반연구그룹) ;
  • 백종은 (한국도로공사 도로연구소 지반연구그룹)
  • Published : 2002.03.01
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Abstract

This paper describes the feasibility of compacting subgrade layer in thicker lifts than currently permitted as 20 cm. This project involved constructing and testing a full scale test section in highway. Soil stiffness in field was evaluated by a nondestructive testing method, called Geogage. Quality control tests and FE Analysis were also conducted. Typical dynamic compaction roller of 11ton weight is applied for full scale test and a Mohr-Coulomb model and Plane strain condition are used for FE Analysis. The results showed that compaction-induced stress and dissipated energy are mainly depend on depth of soil and it could be possible to increase thickness of a lift.

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