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역해석 프로그램에 의한 단선터널 라이닝의 최적 계측 측점수 산정 연구

A study on the estimation of the optimal number of monitoring points in single-track tunnel lining with the inverse analysis program

  • 우종태 (경복대학교 건설환경디자인과)
  • Woo, Jong-Tae (Dept. of Construction and Environmental Design, Kyungbok University)
  • 투고 : 2013.12.03
  • 심사 : 2013.12.23
  • 발행 : 2014.01.29

초록

본 논문은 단선터널 라이닝의 최적 계측 측점수를 산정하기 위해 단순보 형태로 모델링하여 터널 라이닝 역해석 프로그램에 적용한 결과와 상용 프로그램에 적용한 결과를 상호 비교하여 평가하였다. 단선터널을 대상으로 터널 라이닝에 대칭 분포하중이 작용하는 경우와 비대칭 분포하중이 작용하는 경우로 가정하여 터널해석 시 널리 사용되는 상용 프로그램에 하중조건을 입력시켜 터널 라이닝의 단면 위치별 변위와 응력을 산출하였다. 산출된 변위를 계측 측점수 3점, 5점, 7점으로 터널 라이닝 역해석 프로그램에 입력시켜서 구한 응력과 변위를 비교하여 최적 계측 측점수를 산정하였다. 연구결과 실무적으로 계측 수행의 경제성과 터널 계측의 손망실률을 고려한 계측 측점수가 최소 5점은 되어야 할 것으로 판단된다.

In order to determine the optimal number of monitoring points in single-track tunnel lining, this thesis compares and evaluates the results of two cases: when the tunnel lining is modeled into a simple beam form and then is applied to 1) the tunnel lining inverse analysis program, and to 2) the commercially-used program. The displacement and stress of specific tunnel lining cross-sections are determined by entering the load conditions into the commercially-used program for tunnel interpretations. In doing so, two cases were assumed: where a symmetrically-distributed load was acting upon the tunnel lining of a single-track tunnel and where an asymmetrically-distributed load was in action. By comparing the computed displacement with the stress and displacement determined by entering side numbers 3, 5, and 7 into the tunnel lining inverse analysis program, the optimal number of monitoring points is determined. From the results of the research, it can be inferred that the number of monitoring points needs to be at least 5 points, considering the efficiency of monitoring in practice and the loss-and-damage rate of tunnel monitoring.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

참고문헌

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피인용 문헌

  1. A study on the establishment of pressure limit values of management monitoring in tunnel vol.18, pp.1, 2016, https://doi.org/10.9711/KTAJ.2016.18.1.053
  2. A study on the establishment of stress limit values of management monitoring in tunnel vol.17, pp.1, 2015, https://doi.org/10.9711/KTAJ.2015.17.1.025