• Magazine of korean Tunnelling and Underground Space Association
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• v.15 no.1
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• pp.15-23
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• 2013

• Magazine of korean Tunnelling and Underground Space Association
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• v.9 no.1
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• pp.68-89
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• 2007

• Magazine of the Korea Concrete Institute
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• v.17 no.2 s.85
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• pp.42-47
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• 2005

• Magazine of the Korea Concrete Institute
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• v.15 no.3
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• pp.66-73
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• 2003

• Magazine of korean Tunnelling and Underground Space Association
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• v.21 no.1
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• pp.74-81
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• 2019

• Water for future
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• v.54 no.4
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• pp.50-57
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• 2021

• Tunnel and Underground Space
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• v.19 no.1
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• pp.19-30
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• 2009

For the purpose of determining the thickness of concrete lining and detect of the cavity where may be located behind tunnel lining, IE (Impact-Echo) method it effectively useful in the tunnel safety diagnosis and the quality control during the construction. As a part of case study, we applied IE method to various tunnel structure types such as road tunnel and subway tunnel constructed by NATM (New Austrian Tunnelling Method) and ASSM (American Steel Support Method). As tunnel specifications estimated from this method were compared with coring data, design drawing and other survey results, it was very good agreement with each other. In conclusion, we verified that IE method shows an accurate and reliable result. The conventional interpretation of IE method in frequency domain gives only vertical information at a certain point. However, the interpretation using time-frequency analysis and depth section imaging technique from two dimensional profiling surveys can show more reliable information about structure inside.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.5
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• pp.1957-1968
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• 2013

Design criteria for rock load on tunnel concrete lining has not been established yet. Generally rock load on tunnel concrete lining is empirically estimated, which leads to a conservative design. Ordinary estimation method of rock load includes various problems. Estimating by numerical analysis is very complicated and has not been verified with field measurements. Therefore, it is necessary to conduct a study on practical method of estimating rock load which is more accurate to the real rock load on tunnel concrete lining. This study, presents estimation method of rock load on tunnel concrete lining. Crown settlement of the tunnel construction site has been measured and it was been back analyzed to estimate the rock load. The rock load was estimated to be smaller compare to the ordinary estimation method.

• Journal of KIISE
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• v.42 no.3
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• pp.281-288
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• 2015

A volcano disaster damage prediction system supports decision making for counteracting volcanic disasters by simulating meteorological condition and volcanic eruptions. In this system, a program called Fall3D generates predicted results for the diffusion of ash after a volcanic eruption on the basis of meteorological information. The relevant meteorological information is generated by a weather numerical prediction model known as Weather Research & Forecasting (WRF). In order to reduce the entire processing time without modifying these two simulation programs, pipelining can be used by partly executing Fall3D whenever the hourly (partial) results of WRF are generated. To reduce the processing time, successor programs such as Fall3D require that certain features be suspended until the part of the results that is based on prior calculation is generated by a predecessor. Even though Fall3D does not have a suspend or resume feature, pipelining effect can be produced by using the program's restart feature, which resumes simulation from the previous session. In this study, we suggest a workflow that can control the execution type.

• Tunnel and Underground Space
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• v.9 no.4
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• pp.337-349
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• 1999

There are many difficulties to the engineers in the assessment of tunnel safety. Consequently, objective assessment of concrete lining is hard even by the experts of tunnel assessment. Of several difficulties in the assessment of tunnel safety, in this study, tunnel concrete lining was focussed iud evaluated quantitatively and objectively using the Fuzzy theory which it generally considered to be appropriate for the assessment, control and judgment. T-FLAS based on fuzzy theory was developed in this study for the quantitative and objective assessment of the concrete lining in tunnels. Based on the application of T-FLAS on the evaluated field data, it was shown that the assessment system using fuzzy theory(T-FLAS) can be the effective and objective method for the assessment of concrete lining.