Investigation on S-wave Velocity for The Marine Deposits in Incheon Coastal Area.

현장시험법을 통한 인천지역 해성퇴적토의 전단파 속도 특성 고찰

  • 최원일 ((주)지원지오텍엔지니어링) ;
  • 정남훈 ((주)지원지오텍엔지니어링) ;
  • 김학문 (단국대학교 토목환경공학과)
  • Published : 2008.10.10

Abstract

In this study, S-wave velocity range is gauged in every field test method at the total 5 locations in the marine deposits in Incheon area. field test method is accomplished the SPT(Standard Penetration Test), CPT(Cone Penetration Test), SPS(Suspension PS Logger), SCPT (Seismic Cone Penetration Test) and so on. The S-wave velocity of SCPT in the downhole test method is measured lower than SPS logger at the N value > 15 range. But at the N value < 15 range, SPS logger and SCPT result is measured same. In this result, although the soil strength of the downhole test method increased, the rate of S-wave velocity is tend to be slowed. This result shows that the downhole test is difficult to apply at the place that the intensity of soil is more extreme and harder soil. And it shows that the existing Imai(1982) type that is mostly used within the country is not suitable for the marine deposits. Thus, the empirical formula that can show the range of S-wave velocity in each N value for domestic soil is needed.

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