Comparison of Piezocone and Dilatometer Test Results on Inchon International Airport Marine Clay

인천국제공항 부지 해성 점토에 대한 피에조콘과 딜라토미터 시험 결과 비교

  • 김주형 (서울대학교 토목공학과) ;
  • 김영웅 (인천국제공항공사 품질안전팀) ;
  • 김명모 (서울대학교 토목공학과)
  • Published : 2000.03.01

Abstract

Piezocone test as well as Dilatometer tests are used worldwide to evaluate the engineering properties of clay soils. The common strong point of the two tests is that they can estimate, by the identical test equipment, various properties of soils, which are the unit weight of soils of OCR, K$\sub$o/, undrained shear strength(s$\sub$u/), coefficient of consolidation(c$\sub$h/) and soil classification etc,. A series of the two types of field tests are performed in this study on marine clays with low plasticity at Inchon International Airport construction site to estimate various properties of the soils such as s$\sub$u/, OCR, and c$\sub$h/, which are then compared each other as well as with the results of reference tests. The comparisons show that the way of interpretation is the most critical factor in obtaining confidential results for a certain engineering property for both tests.

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