표준관입시험의 N값을 이용한 비배수전단강도 및 선행압밀응력의 추정

A study on the estimation of undrained shear strength and preconsolidation pressure by N-Value

  • 이성철 (평원엔지니어링 지반부) ;
  • 김지용 (평원엔지니어링 지반부) ;
  • 조성민 (평원엔지니어링) ;
  • 김태형 (한국해양대학교 토목환경공학부)
  • 발행 : 2006.12.01

초록

This study researched N-Value, strength of clayey soil and preconsolidation pressure m order to variety application of standard Penetration test. We compared it makes on analysis of the relationship of the N-value and $q_u$ with relation formula is presented in existing, presented the estimated preconsolidation pressure by using the predicted undrained shear strength.

키워드