Journal of the Korean Geotechnical Society (한국지반공학회논문집)

Korean Geotechnical Society (한국지반공학회)
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Analysis of Interrelationship between Undrained Static and Cyclic Shear Behavior for Nak-Dong River Sand

낙동강 모래의 비배수 정적 및 반복 전단거동 상호관계 분석

  • 김대만 (진주산업대학교 토목공학과) ;
  • 김병탁 (GS건설 토목TK설계팀)
  • Published : 2006.10.31
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Abstract

This paper presents the interrelationship between undrained static and cyclic shear behavior. Laboratory works were performed through the undralned static and cyclic triaxial test using Nak-Dong River sand. And static triaxial test involved the triaxial extension test for comparison with cyclic shear behavior Cyclic triaxial test was performed with a variety of combination conditions of initial static shear stress $(q_{st})$ and cyclic stress $(q_{cy})$. In this result, the stress path of cyclic shear behavior was correspondent with static shear behavior passing the critical stress ratio (CSR) line because of the development of flow deformation. After that, a failure occurred according to failure line (FL) of static shear behavior. The stress path of cyclic shear behavior showed essentially the same with static shear behavior, although it appears a little different in test method.

본 논문에서는 모래의 비배수 정적전단거동과 반복전단거동의 상호관계를 분석하기 위하여 낙동강 모래를 사용하여 비배수 정적 및 반복삼축시험을 실시하였다. 정적삼축시험은 반복전단거동과의 상호비교를 위하여 인장시험을 포함하여 실시하였다. 그리고 반복삼축시험은 초기정적전단응력$(q_{st})$과 반복응력$(q_{cy})$조건을 조합하여 여러 응력조건 하에서 실시하였다. 시험결과 반복전단거동의 응력경로는 정적전단거동의 한계응력비(CSR)선을 지나면서 유동변형이 발생하여 정적전단거동과 일치하였으며, 그 후 정적전단거동의 파괴선(FL)을 따라 파괴가 발생하였다. 이러한 반복 전단거동의 응력경로는 시험방법이 다름에 따른 약간의 차이는 있으나 정적전단거동의 응력경로와 본질적으로 동일함을 알 수 있었다.

Keywords

References

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