한국지반신소재학회논문집 (Journal of the Korean Geosynthetics Society)

  • 제21권4호
  • /
  • Pages.41-53
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  • 2022
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  • 2508-2876(pISSN)
  • /
  • 2287-9528(eISSN)
한국지반신소재학회 (Korean Geosynthetics Society)
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근접장 굴착진동이 도시철도 구조물에 미치는 동적영향 연구

A Study on the Dynamic Effect Influencing to Urban Railway Structures by Vibration from Near-field Excavating Work

  • Woo-Jin, Han (Department of Transportation Policy & Management & System Engineering, Korea National University of Transportation) ;
  • Seung-Ju, Jang (Dept. of Transportation System Engineering, Korea National University of Transportation) ;
  • Sang-Soo, Bae (Dept. of Transportation System Engineering, Korea National University of Transportation) ;
  • Seung-Yup, Jang (Dept. of Transportation System Engineering, Korea National University of Transportation) ;
  • Myung-Seok, Bang (Dept. of Transportation System Engineering, Korea National University of Transportation)
  • 투고 : 2022.10.12
  • 심사 : 2022.12.14
  • 발행 : 2022.12.30
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초록

본 연구에서는 도시철도에 인접하여 암반굴착공사를 실시할 때 발생하는 지반진동이 도시철도 구조물에 미치는 영향을 수치 해석을 통하여 검증하였다. 암반굴착공사는 발파공사와 굴착기계공사의 두 경우에 대하여 실시하였다. 발파공사는 굴착부지가 넓은 경우에 정밀진동제어방법과 소규모진동제어방법에 대한 해석을 실시하고 실무에서 기준처럼 사용하고 있는 발파진동 영향권을 검증하였다. 이 발파진동 영향권에서 제시하는 발파 이격거리는 범위가 매우 커서 범위 값 중 최소치에 발파점이 위치할 때 진동한계치를 넘어갈 수 있다. 굴착기계공사는 천공공사를 위한 어스오거와 착암공사를 위한 브레이커에 의한 지반진동이 도시철도 구조물에 미치는 영향을 검증하였다. 시험시공을 통하여 어스오거와 브레이커의 지반진동을 측정하고 보정을 거쳐서 수치해석을 위한 입력하중을 산출하였다. 수치해석은 터널구조, 개착식 박스구조, 고가교량구조에 대하여 실시하였다. 터널구조의 해석에서 결과는 어스오거는 현장 추정치와 비슷하나 브레이커에서는 현장에서 얻어지는 추정치보다 작다. 발파공 사이의 충전매질을 통한 충격파 전파 효과를 수치적으로 시뮬레이션하고 검증하였다. 개착식 박스구조에서는 굴착공과 박스사이의 매립토가 지반진동을 증폭시키는 형상이 발생하며 진동파가 박스구조물에 도달하면 일정한 값으로 수렴한다. 고가교량의 경우에는 진동하중이 상대적으로 작은 어스오거 지반진동은 파일기초에 도달하면서 작아지는데, 상대적으로 크고 주기적인 브레이커 지반진동은 교량 상부구조에 추가적인 지반 진동하중으로 작용함을 볼 수 있다.

In the excavation work like blasting/excavator work bordering on the urban railway, the dynamic safety of railway structures like tunnel, open-cut box structure and elevated bridge was investigated by numerical analysis in this study. The practically presented criteria on influential zones at the blasting work in the construction industry was numerically checked in cases of the precise vibration-controlled blasting (type II) and the small scale vibration-controlled blasting (type III) and it was shown that the criteria on blasting work methods needed to be supplemented through continuous field tests and numerical analyses. The influence of excavation vibration by mechanical excavators was especially investigated in case of earth auger and breaker. The numerical analysis of tunnel shows that the criteria on vibration velocities from the regression analysis of field test values was conservative. The amplification phenomenon of excavating vibration velocity was shown passing through the backfilling soil between the earth auger and the open-cut box structure. It was shown that the added-vibration on the superstructure of elevated bridge was occurred at the bottom of pile like earthquake when the excavator vibration was arriving at the pile toe. The systematic and continuous research on the vibration effect from excavating works was needed for the safety of urban railway structures and nearby facilities.

키워드

참고문헌

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