• The Safety technology
• /
• no.194
• /
• pp.34-37
• /
• 2014

• Proceedings of the Korean Society of Disaster Information Conference
• /
• 2017.11a
• /
• pp.147-180
• /
• 2017

• Magazine of korean Tunnelling and Underground Space Association
• /
• v.21 no.1
• /
• pp.18-26
• /
• 2019

• Magazine of korean Tunnelling and Underground Space Association
• /
• v.21 no.3
• /
• pp.9-25
• /
• 2019

• Journal of the Korean Geosynthetics Society
• /
• v.14 no.2
• /
• pp.81-88
• /
• 2015

This study assessed the behavior of rock pillar in tunnel diverging area by using a three dimensional numerical analysis. Based on parameters affecting the behavior of rock pillar, this study evaluated different safety factors according to pillar width, depth and rock conditions. It turned out that as the rock pillar width increases, the change curve of safety factors in accordance with depth and rock conditions shows more of the nonlinear behavior. By the assessment of the minimum safety factor, a safety factor chart on the behavior of rock pillar in tunnel diverging area was suggested.

• Journal of the Korea Construction Safety Engineering Association
• /
• s.45
• /
• pp.60-70
• /
• 2008

Mechanized tunnelling by TBMs has been extensively adopted for last two decades. Nevertheless, only few case histories have been reported. Unlike NATM tunnels, the case histories of the weak zone have been seldom reported for the mechanized tunnelling, even in the other countries. In this study, a collapse of TBM tunnel occurred in the severely altered weak rock zones between volcaniclastic rocks and granitic rocks was briefly described. A systematic geotechnical investigation, which was performed to examine the cause of the collapse, was carried out at the site and then characteristics of the rocks in the zones were evaluated. Moreover, This study propose a guide line of estimateing the possibility of collapse in TBM tunnels through comparing experimental results with surveying results of general rocks.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.8 no.3
• /
• pp.219-225
• /
• 2006

Although the round length for tunnel excavation has a major technical and economical impact in conventional tunnelling, there is no coherent procedure available for its determination. In this study, the influence of round length on the behaviour modes of weak rock tunnel was investigated by numerical analyses. Quantitative estimation of the behaviour modes of the face and the unsupported span was established by use of the safety factor for the face stability and the conditional chart. In addition, the optimum round length in the tunnel design stage was investigated based on the detail construction information such as cycle time and material costs. Although this proposed method has some restrictions, it is expected to provide useful information for the optimization of the tunnel excavation, especially in design stage.

• Journal of the Korean Society for Railway
• /
• v.14 no.4
• /
• pp.364-369
• /
• 2011

For the safety management of tunnel, effective measurements should be continuously carried out. Most of sensors currently being applied for tunnels measure only the local status, thus many of them are needed to monitor an entire tunnel. For the railway tunnel where trains of same conditions are regularly operated, dynamic responses of tunnel structure to train operations can be a good index to estimate the deformation of tunnel structure in wide area. Meanwhile, the electromagnetic interference caused by overhead centenary in railway tunnel obstructs the use of electric-based sensors. In this study a brand new accelerometer using FBG optical fiber sensors is developed to solve these problems. Sensitivity and capacity of the accelerometer are enhanced with effective structural design of its components and verified with laboratory tests. A case history where the developed accelerometers were applied to a safety monitoring system of a high-speed train tunnel is presented. The performances of the developed accelerometers are validated from the measured acceleration data.

• Journal of the Korea Construction Safety Engineering Association
• /
• v.2 no.1 s.3
• /
• pp.9-24
• /
• 1992

• 건설안전세미나
• /
• s.4
• /
• pp.73-113
• /
• 1993