Comparison of Field Monitoring System in case of Automatic and Manual Type Executed in Urban Deep Excavation Site

도심지 대규모 굴착공사에서 수행된 자동계측과 수동계측의 비교 사례

  • 김태섭 (삼성물산 건설부문 T.A.팀) ;
  • 정원홍 (삼성물산 건설부문 주택사업팀) ;
  • 김현모 (삼성물산 건설부문 정릉9구역 재개발아파트현장 공사팀) ;
  • 김웅규 (삼성물산 건설부문 주택사업팀) ;
  • 정창원 ((주)엘메스코리아 계측기술부)
  • Published : 2008.03.28

Abstract

Displacement control of earth retaining wall is recognized as the most important item for insuring the stability of ground in urban deep excavation site near by major structure such as subway etc. The field monitoring system is classified by two types as manual system and automatic system. The application case of latter type of field monitoring is increased because real time measurement is possible in automatic system and that is correspondent with the recent constructional trend. Though the automatic monitoring system is more useful and advanced than manual monitoring system, accuracy of the system is not verified sufficiently. It was examined that the reliance of automatic monitoring system in this paper through the comparison of monitoring result obtained three urban excavation site in which the each type of monitoring system was executed concurrently. Result of the examination is that the two types of monitoring system is generally alike in view of monitoring result, so the engineering reliance of automatic system was confirmed in case site. This task was researched in restricted case site, it is expected more precise analysis from security of more data monitored and progressive study.

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