• 터널과지하공간
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• 제4권3호
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• pp.297-304
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• 1994

This study aimed at analysis of induced stress and deformation behavior in rock mass around coal seams of Sam Chuck coal mine. For this study Vibrating Wire Stressmeters and Multi-point Borehole Extensometers were installed in the area of coal shale near coal seams. Induced stress and displacement in this area were coutinuously increased for 6 days from the begining of measurement, and then converged. But induced stress and displacement occurred when there were another openings by tunnelling and mining. The value of final induced stress was 21.8kgf/$\textrm{cm}^2$, displacement of rod extensometer was 1.3 mm at arch. Especially, over 1 mm of displacement between E2 and E3 in rod extensometer was measured.

• 산업기술연구
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• 제20권A호
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• pp.257-267
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• 2000

It was difficult to apply conventional excavation methods in some sections from Seoul to Pusan high speed rail road construction of 1 lot 2, due to highway concrete road, gas pipe, water pipe and nearby factories with automatic control system machine. To excavate safely and efficiently in these sections new blast patterns were employed within allowable blast vibration level, by test blast and controlled vibration by sequential blast. Behaviors of the rock mass including convergence and displacement around tunnel were measured with construction works and the crack width in concrete wall was also monitored for controlling allowable limits. The results can be summarized as follow : 1. The allowable blast vibration level in structure site is less 1.0cm/sec for highway concrete, 0.5 cm/sec for gas pipe, water pipe and building housing and 0.3 cm/sec for automatic control system machine. 2. The convergence displacement, single rod extensometer and multi rod extensometer around tunnel and cracks in concrete wall were measured, it was confirmed that the measured values were converged within allowable level. 3. The empirical formular of ground vibrations with 90% confidence lines for PD-3 was given as follow. $$V_{90%}=45.549({\frac{D}{\sqrt{W}}})^{-1.353}$$

• 조명전기설비학회논문지
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• 제15권6호
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• pp.20-26
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• 2001

본 논문에서는 터널의 내공변위를 측정하고 측정된 데이터를 효율적으로 관리하는 계측 시스템을 설계하였다. 계측 시스템은 마이크로콘트롤러로와 포텐시오메터형 변위센서로 구성되는 Intelligent Sensing Head와 계측 시스템을 운용하고 측정된 데이터를 관리하는 호스트 컴퓨터로 구성된다. Intelligent Sensing Mead와 호스트 컴퓨터는 다중노드 통신방식에 의하여 연결되며 다중노드 네트워크의 안정된 동작을 위하여 Daisy-Chain 형태로 네트워크를 구성하였고 Fail-Safe 회로를 설계하였으며 Modbus 프로토콜을 사용하여 시스템의 범용성을 높였다. 호스트 컴퓨터는 종합관리 소프트웨어에 의하여 다양한 측정조건을 선택할 수 있으며 데이터베이스를 이용하여 측정된 데이터를 관리한다. 설계된 시스템은 터널에 설치되어 효용성을 확인하였다.