Abstract

본 연구에서는 동축케이블과 시간영역반사법(Time Domain Reflectometry, TDR)을 이용하여 실내실험을 수행하였으며, 전단변위에 따른 상대전압의 변화를 분석하여 전단변위와 상대전압차의 상관관계를 도출하였다. 전단변위에 따른 상대전압차를 이용하여 회귀분석을 실시한 결과, 전단변위에 대한 상대전압차가 2차 다항식의 관계를 가짐을 알 수 있었다. 또한 실제 사면에 TDR 기법을 적용하여 사면의 경사변화를 측정하였으며, 지반조사 자료를 통한 실제 사면의 전단파괴 영역과 현장에서 측정된 전단파괴 영역을 비교 분석하였다. 사면의 거동 변화를 측정하기 위하여 TDR 기법과 지중경사계를 설치하여 현장 계측을 실시한 결과, TDR 기법을 이용하여 지중경사계의 변위량과 비슷한 수준의 변위를 측정할 수 있었으며, 지중경사계의 경우 정확한 변위발생지점을 찾기 어려운 반면에 TDR기법을 이용하여 측정한 결과 정확한 변위발생 위치를 확인할 수 있었다. Through experiment using coaxial cable and Time Domain Reflectometry(TDR), the changes in relative voltage according to the shearing displacement were analyzed to derive correlation between the shearing displacement and relative voltage difference. As the result, it is found that relationship of shear displacements and relative voltage difference is polynomial. Also, TDR method was applied to real slope to measure the elapsed time, and shear failure zone of real slope through ground investigation data and those measured in the field was compared and analyzed. To measure the change of slope behavior, TDR method and inclinometer were installed. As a result, similar displacement to that of inclinometer could be measured using TDR method. In case of inclinometer, it was difficult to find accurate point of displacement while using TDR method, accurate displacement point could be found.

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