A Study on the Consolidation Characteristics According to the Continuous Loading Consolidation Test

연속재하 압밀실험에 의한 압밀특성에 관한 연구

  • 채영수 (수원대학교 건설공학부) ;
  • 우승우 ((주)한라엔지니어링 지반공학부)
  • Published : 1999.10.01

Abstract

ILT proposed by Tezaghi was frequently used which is based on one dimensional consolidation theory. But this test require time longer than a week and has problems for extra soft clay such as the squeezing around the consolidation ring. Also consolidation curve is not clearly defined since only a few data is obtained in a test. Therefore it is difficult to determine Pc and the interpretation to determine the consolidation constants are rather complicated. In this paper, the stress-strain relationship and consolidation constant obtained by CRS and CG-test were analyzed and compared with the results by ILT.

Keywords