현장조건을 고려한 PVDs의 압밀도 산정에 관한 연구

A Study on the PVDs Consolidation Degree Considering In-Situ Conditions

  • 신은철 (인천대학교 토목환경시스템공학과) ;
  • 박정준 (인천대학교 토목환경시스템공학과) ;
  • 권형택 (인천대학교 토목환경시스템공학과)
  • Shin, Eun-Chul (Dept. of Civil & Environmental System Engineering, University of Incheon) ;
  • Park, Jeong-Jun (Dept. of Civil & Environmental System Engineering, University of Incheon) ;
  • Kwon, Hyeung-Taek (Dept. of Civil & Environmental System Engineering, University of Incheon)
  • 발행 : 2006.03.24

초록

The Prefabricated Vertical Drains (PVDs) method is one of the most widely used techniques to accelerate the consolidation process in-situ and hence increase its bearing capacity. In this paper, the degree of consolidation incorporated with PVDs was evaluated in O construction work site which composed with dredged soil. O Program PVD(Version 2.3) which developed by Asian Institute of Technology was used. The purpose of this analysis is efficiently to estimate the degree of consolidation by analyzing the surface settlement with time, and drainage at initial stage and final stage by using design-parameter which based on the in-situ tests and laboratory tests. This result can be compared with analysis of the degree of consolidation using Program PVD(Version 2.3) and the field observed data in the future studies.

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